Authors Title

Prediction of Geotechnical Properties of Lime-Stabilized

301 Ismeik, M., Ahmed, T.
Soils: Ongoing Research and Preliminary Results

Onyelowe, K.C.,
Amhadi, T., Ezugwu, C.,
Onukwugha, E., Cemented Lateritic Soil as Base Material Improvement
302
Ugwuanyi, H., Jideofor, Using Compression
I., Ikpa, C., Iro, U.,
Ugorji, B.

The effect of hydraulic road binders and cement with

303 Węgliński, S. diamidoamine lactate additive on the compressive
strength and freeze-thaw resistance of cohesive soils
 Baroughi, M.Z., Rezaei, Influence of “nicoflok” polymer-mineral with portland
304
A.H., Katebi, H. cement on granular soils and recycled asphalt material
 Zagvozda, M., Rukavina, Wood bioash effect as lime replacement in the
305
T., Dimter, S. stabilisation of different clay subgrades
 Calculation of soil deformation caused by shield
Zhang, F., Huang, L.,
306 tunneling through the sludge layer with plastic drainage
Liang, Y.
plates

Application of fuzzy logic and grey based Taguchi

Ikeagwuani, C.C.,
308 approach for additives optimization in expansive soil
Nwonu, D.C.
treatment
 Ahmed, A., Khan, S.,
Safety Prediction Model for Reinforced Highway Slope
309 Hossain, S., Sadigov, T.,
using a Machine Learning Method
Bhandari, P.

Vail, M., Zhu, C., Tang, Desiccation Cracking Behavior of Clayey Soils Treated
310 C.-S., Maute, N., with Biocement and Bottom Ash Admixture during
Montalbo-Lomboy, M.T. Wetting–Drying Cycles

Liga, M.V., Zelaya, Y.A., Evaluation of Construction Methods for a 135-Inch

311
Tran, K.D. Diameter Tunnel Crossing of a Major Highway Bridge

Subgrade stabilisation mixtures with EAF steel slag: an

312 Yildirim, I.Z., Prezzi, M.
experimental study followed by field implementation

Benhaoua, W., Grine, K., Performance of Stabilized Earth with Wheat Straw and
313
Kenai, S. Slag
 Benhaoua, W., Grine, K., Performance of Stabilized Earth with Wheat Straw and
313
Kenai, S. Slag

Seco, A., del Castillo,

Sulphate soil stabilisation with magnesium binders for
314 J.M., Espuelas, S.,
road subgrade construction
Marcelino, S., García, B.

Cheng, X., Li, B., Chen, Solidification/Stabilization of Textile Sludge as

315
G., Gao, S. Subgrade: Usage of Binders and Skeleton Material

Karkush, M.O., Al- Investigation of the impacts of nano-clay on the

316 Murshedi, A.D., Karim, collapse potential and geotechnical properties of
H.H. Gypseous soils

Stabilization of the swelling soil for earth construction

Ghorab, H.Y., Hassan,
318 [Stabilizacja pęczniejącej ziemi w celu wykonywania
A.H.E., Ahmed, H.E.D.H.
budowli z ziemi]
319 Zorluer, I., Gucek, S. The usability of industrial wastes on soil stabilization

Wang, J., Zhang, W., Xie, Forecasting Disastrous Characteristics of Highway

320 C.-Y., Xiao, Q., Zhu, Y.- Landslides Using the Material Point Method: A
C., Pan, B. Surcharge-Induced Perspective
Alqaisi, R., Le, T.M., Applications of Recycled Sustainable Materials and By-
321
Khabbaz, H. Products in Soil Stabilization
Virsis, E., Paeglitis, A.,
322 Road design on low bearing capacity soils
Zarins, A.
Hou, L., Wang, Y., Shen,
Study on Variation of Surface Runoff and Soil Moisture
F., Lei, M., Wang, X.,
323 Content in the Subgrade of Permeable Pavement
Zhao, X., Gao, S., Alhaj,
Structure
A.

Mechanical and microscopic properties of alkali-

Li, L., Zhang, H., Xiao, H.,
324 activated fly-ash-stabilised construction and demolition
Pei, Y., Wang, J.
waste
 Mechanical and microscopic properties of alkali-
Li, L., Zhang, H., Xiao, H.,
324 activated fly-ash-stabilised construction and demolition
Pei, Y., Wang, J.
waste

Liljenström, C.,
Miliutenko, S., O’Born,
R., Brattebø, H., Life cycle assessment as decision-support in choice of
325
Birgisdóttir, H., Toller, road corridor: case study and stakeholder perspectives
S., Lundberg, K., Potting,
J.

Du, C., Zhang, J., Yang, The influence of organic matter on the strength
326
G., Yang, Q. development of cement-stabilized marine soft clay
G., Yang, Q. development of cement-stabilized marine soft clay
 Li, M., Ma, C., Sun, Z.M., Mechanical properties distribution of lime-fly ash
327
Yao, X.Y. solidified oil contaminated soil in a coastal environment
 Abdullah, H.H., Shahin,
Systematic approach to assessing the applicability of
328 M.A., Walske, M.L.,
fly-ash-based geopolymer for clay stabilization
Karrech, A.
 Kwad, N.F.,
The Effect of Fly Ash Based Geopolymer on the Strength
329 Abdulkareem, A.H.,
of Problematic Subgrade Soil with High CaO Content
Ahmed, T.M.
 Edeh, J.E., Joel, M., Effects of oil palm fibre ash on cement stabilised
330
Ogbodo, V.O. lateritic soil used for highway construction

Rababah, S., Aldeeky,

Performance of subgrade soil stabilised with by-product
331 H., Qasrawi, H., Al
recycled mill scale and cementitous materials
Hattamleh, O.
 Hattamleh, O.

Cesar Consoli, N., Bittar

Marin, E.J., Quiñónez
Samaniego, R.A., Field and laboratory behaviour of fine-grained soil
332
Scheuermann Filho, stabilized with lime
H.C., Cordeiro Cristelo,
N.M.

Laboratory study on the effect of plastic waste additive

333 Mir, B.A.
on shear strength of marginal soil

Gupta, G., Sood, H., RBI grade 81 commercial chemical stabilizer for
334
Gupta, P.K. sustainable highway construction

Aziz, H.Y., Maula, B.H., Evaluation of stabiliser material using a waste additive
335
Abbas, B.J. mixture
 Rivera, J.F., Orobio, A.,
Clayey soil stabilization using alkali-activated
336 Mejía De Gutiérrez, R.,
cementitious materials
Cristelo, N.

Song, Z., Zhang, D.,

Behavior of Lime-Stabilized Red Bed Soil after Cyclic
337 Mao, Y., Mu, Y., Zhang,
Wetting-Drying in Triaxial Tests and SEM Analysis
K., Zhang, Q.

Bhandari, P., Rauss, C.,

Long Term Performance of Shallow Slopes Stabilized
338 Sapkota, A., Hossain,
with Recycled Plastic Pins
M.S.
 Satvati, S., Cetin, B.,
Binding Capacity of Quarry Fines for Granular
339 Ashlock, J.C., Ceylan, H.,
Aggregates
Rutherford, C.

Walkenbach, T.N., Han, Effect of Geogrid Stabilization on Performance of

340
J., Parsons, R.L., Li, Z. Granular Base Course over Weak Subgrade
 Liu, H., Han, J., Jawad, Literature Review of Causes and Mitigation Techniques
341
S., Parsons, R.L. for Bumps at Ends of Bridges
Li, Y., Zhang, Y., Ceylan, In Situ Evaluation of Using Lignosulfonate for Subgrade
342
H., Kim, S. Stabilization

Kumar, K.S.R., Stabilization of Expansive Soil Using Lime Pile and Lime
343
Thyagaraj, T. Precipitation Techniques-A Comparative Study

Kaneza, N., He, S., Yu,

Resilient Modulus of Expansive Soils in North Texas
344 X., Puppala, A.J.,
Treated with Liquid Ionic Soil Stabilizer (LISS)
Chakraborty, S.

Viswanath, D., Asha,

345 Experimental Investigations on Bio-Modified Soil
M.N.

Liu, Z., Liu, Y., Bolton, Effect of cement and bentonite mixture on the
347
M., Ong, D.E.L., Oh, E. consolidation behavior of soft estuarine soils
 Liu, Z., Liu, Y., Bolton, Effect of cement and bentonite mixture on the
347
M., Ong, D.E.L., Oh, E. consolidation behavior of soft estuarine soils

Geotechnical properties of rice husk ash-lime-stabilised

348 Phai, H., Eisazadeh, A.
Bangkok clay
 The problems of the railway subgrade construction in
350 Ashpiz, E.S. the subarctic part of the Russian cryolithozone and the
ways of their solution

Subgrade stabilization using non-biodegradable waste

351 Farooq, A., Mir, F.A.
material

Study on river bed material and numerical analysis of

352 Das, C., Ghosh, A.
stabilized road embankment on soft soil
 Study on river bed material and numerical analysis of
352 Das, C., Ghosh, A.
stabilized road embankment on soft soil

Zhang, X., Zhang, Y., Liu, Shakedown Behavior of Yellow River Alluvial Silt
354
X., Liu, J., Liu, J. Stabilized with Lignin-Lime Combined Additive
 Influence of Swelling Clay Content on Ion Migration and
355 Toksoz, D., Yilmaz, I.
Column Performance in Lime Column Treated Soils

Miranda, T., Leitão, D.,

Oliveira, J., Corrêa-Silva,
Application of alkali-activated industrial wastes for the
356 M., Araújo, N., Coelho,
stabilisation of a full-scale (sub)base layer
J., Fernández-Jiménez,
A., Cristelo, N.
 Oliveira, J., Corrêa-Silva,
Application of alkali-activated industrial wastes for the
356 M., Araújo, N., Coelho,
stabilisation of a full-scale (sub)base layer
J., Fernández-Jiménez,
A., Cristelo, N.

Singh, J., Robert, D.,

Prediction of Moisture Degradation in Enzyme-
357 Giustozzi, F., Setunge,
Stabilized Unsealed Road Pavements
S., O’Donnell, B.

Caro, S., Agudelo, J.P.,

Advanced characterisation of cement-stabilised lateritic
361 Caicedo, B., Orozco, L.F.,
soils to be used as road materials
Patiño, F., Rodado, N.

Biswal, D.R., Sahoo, Durability and shrinkage studies of cement stabilsed

362
U.C., Dash, S.R. granular lateritic soils
 Gupta, A., Biswas, S., Selection of Most Suitable Stabilized/Solidified Dredged
363
Arora, V.K. Soil to Use in Highway Subgrade Layer Construction
 Gupta, A., Biswas, S., Selection of Most Suitable Stabilized/Solidified Dredged
363
Arora, V.K. Soil to Use in Highway Subgrade Layer Construction

Naveen Kumar, S.,

Vijaya Kumar, A., Utilization of carbon black waste for subgrades in
365
Abhinaya Sai Teja flexible pavements
Reddy, P.
 Reddy, P.

Al-Jabban, W., Laue, J.,

A comparative evaluation of cement and by-product
366 Knutsson, S., Al-Ansari,
petrit T in soil stabilization
N.

Kong, X., Song, S., Experimental Research of Low Liquid Limit Silt Stabilized
367
Wang, M., Zhao, Q. by Lignin in the Flooding Area of Yellow River

Quantification and micro-mechanisms of CO2

368 Wang, D., Zhu, J., He, F. sequestration in magnesia-lime-fly ash/slag solidified
soils
 Pooni, J., Giustozzi, F.,
Durability of enzyme stabilized expansive soil in road
369 Robert, D., Setunge, S.,
pavements subjected to moisture degradation
O'Donnell, B.

Daraei, A., Sherwani,

A.F.H., Faraj, R.H.,
Stabilization of problematic soil by utilizing
370 Mohammad, S., Kurdo,
cementitious materials
S., Zare, S.,
Mahmoodzadeh, A.

Kodicherla, S.P.K., Influence of randomly mixed coir fibres and fly ash on
371
Nandyala, D.K. stabilization of clayey subgrade
 Oil palm empty fruit bunch ash as a sustainable
372 Oke, J.A., Osinubi, K.J.
stabilizer for laterite sub-base of highway pavements

Adeyanju, E.A., Okeke,

373 Clay soil stabilization using cement kiln dust
C.A.

Okeke, C.A.U., Ifediniru, The stability analysis of a highway embankment

374 C., Adeyanju, E., Ede, founded on lime-stabilized soft soils in Calabar,
A.N. Southeast Nigeria
 Stabilization of lateritic soil with cement - Oil palm
Komolafe, O.O.,
375 empty fruit bunch ash blend for California bearing ratio
Osinubi, K.J.
base course requirement
 Cui, S., Xie, W., Wang, J., Engineering Properties of Collapsible Loess Stabilized by
376
Huang, S. Cement Kiln Dust

Ravindran, S., Kumar,

A., Dutta, S., Nadaf, Unpaved Road Stabilization Using Bamboo Grid and
377
M.B., Mandal, J.N., Shin, Bitumen Coated Bamboo Cells
E.C.

Wang, L., Ou, R., Zheng, Effect of jet grouting and dewatering on an adjacent
378
G. tunnel in a Shanghai deep excavation

Cai, G.-H., Liu, S.-Y., Effects of Drying-Wetting Cycles on Durability of

379
Zheng, X. Carbonated Reactive Magnesia-Admixed Clayey Soil
 Laboratory study of the effects of using magnesium slag
380 Amini, O., Ghasemi, M.
on the geotechnical properties of cement stabilized soil

Noolu, V., Mudavath,

Permanent deformation behaviour of black cotton soil
381 H., Pillai, R.J.,
treated with calcium carbide residue
Yantrapalli, S.K.
 Effect of sulphates and curing period on stress–strain
Gadouri, H., Harichane,
382 curves and failure modes of soil–lime–natural
K., Ghrici, M.
pozzolana mixtures
 Assessment of strength development of cemented
383 Amhadi, T.S., Assaf, G.J.
desert soil

Liu, Y., Chang, C.-W.,

Stabilization of expansive soil using cementing material
384 Namdar, A., She, Y., Lin,
from rice husk ash and calcium carbide residue
C.-H., Yuan, X., Yang, Q.
 Liu, Y., Chang, C.-W.,
Stabilization of expansive soil using cementing material
384 Namdar, A., She, Y., Lin,
from rice husk ash and calcium carbide residue
C.-H., Yuan, X., Yang, Q.

Varaprasad, B.J.S.,
Reddy, J.J., Rajesh, T., Soil improvement by fine fraction residue from
385
Kumar, Y.Y., Reddy, recycling construction and demolition waste
K.R.M.

Kanalli, S.A., Naagesh, Modification of engineering properties of clayey soil by

386
S., Ganesh, K. addition of mine waste

Enhancement of bearing properties of black cotton soil

Ashfak, S., Maneeth,
387 by optimal blending of jute and coir fibres as a
P.D., Kori, S.
reinforcement’

Zidan, A.F., Aboukhadra, Enhancement of resilient modulus of cohesive soil using

390
A.A., Gaber, Y. an enzymatic preparation [酶法提高黏性土回弹模量]
 Viswa Teja, T.V., Vineel, Cost economics of Geocell reinforced flexible
391
C., Manikumari, D. pavements on soft soils by using Kenpave software

Energy absorption, secant modulus and compressive

392 Omo, Y., Kalita, A. strength of fiber reinforced high fly ash content cement
treated soil

Shafii, M.A., Ling, The use of sewage sludge and its ash in construction
393
E.C.M., Shaffie, E. and agriculture industry: A review
 Mishra, S., Sachdeva, Subgrade Soil Stabilization Using Stone Dust and Coarse
394
S.N., Manocha, R. Aggregate: A Cost Effective Approach
 Mishra, S., Sachdeva, Subgrade Soil Stabilization Using Stone Dust and Coarse
394
S.N., Manocha, R. Aggregate: A Cost Effective Approach
 Pires, P.M., Sudo Lutif
Teixeira, J.E., Laboratory and Field Evaluation of KR Slag-Stabilized
395
Nepomuceno, D.V., Soil for Paving Applications
Furieri, E.C.

Bensaifi, E., Bouteldja, Influence of crushed granulated blast furnace slag and
396 F., Nouaouria, M.S., calcined eggshell waste on mechanical properties of a
Breul, P. compacted marl
 Li, W., Wilson, D.J., Laboratory Evaluation of Cement- and Lime-Treated
397
Larkin, T.J., Black, P.M. Marginal Greywacke Aggregate

Kalore, S.A., Sivakumar Risk Analysis of Permeable Layer in Pavement

398
Babu, G.L., Mallick, R.B. Subsurface Drainage System

Zhao, Y., Gao, Y., Zhang, Effect of fines on the drying crack resistance of
399
Y., Jia, Y. composite soil stabiliser-stabilised gravel soil

Response of Soft Soil Mixing with Recycled Gypsum

Al-Adili, A., Salim, N.M.,
400 (Plasterboard) as Stabilized Agent for Soil underneath
Al-Soudany, K.Y.
oil tank as a case study
 Aditivos DOSIFICACION

CAL INDIVIDUAL

puzolana INDIVIDUAL

hydrophobization y
COMBINADO
cement
Aglutinante COMBINADO
biocemento y aditivo
de cenizas

escoria de acero COMBINADO

Paja de Trigo y Escoria COMBINADO

Paja de Trigo y Escoria COMBINADO

sulfatos con ligantes

de magnesio
residuos industriales COMBINADO
Cemento y materia
COMBINADO
organica
organica
Geopolimero INDIVIDUAL
Ceniza volante INDIVIDUAL
 cascarilla de
laminación reciclada y
INDIVIDUAL
materiales
cementicios
 cementicios

desechos plásticos

RBI Grado 81

aditivos de desecho
 cenizas y escorias
volcánicas

cal

pasadores de plástico
reciclado
agregados granulares INDIVIDUAL

Geomalla
lignosulfonato

Cal
ceniza de cascarilla de
arroz, ceniza de fondo
y cal
Rubber Powder INDIVIDUAL
lignina y cal
Bentonita INDIVIDUAL
Cemento INDIVIDUAL

Cemento
COMBINADO
 COMBINADO

residuos de negro de
humo
 cemento y el
subproducto Petrit T

lignina
 enzimas

materiales
cementosos

fibras de coco y
ceniza volante
 Ceniza de racimos de
frutos vacíos de palma INDIVIDUAL
aceitera

polvo de horno de
INDIVIDUAL
cemento

Cal INDIVIDUAL
cenizas de racimos de
frutos vacíos de palma COMBINADO
de aceite y cemento
polvo de horno de
INDIVIDUAL
cemento

rejilla de bambú y
celdas de bambú
escoria de magnesio y
COMBINADO
cemento

residuo de carburo de
calcio
suelo-cal-puzolana
COMBINADO
natural
 cenizas de cascarilla
de arroz y residuos de COMBINADO
carburo de calcio
 cenizas de cascarilla
de arroz y residuos de COMBINADO
carburo de calcio

Fracción Fina del

Reciclaje de Residuos
de Construcción y
Demolición

residuos de mina COMBINADO

fibras de yute y coco COMBINADO

enzimática
 geoceldas

cemento reforzados
con fibras con alto
contenido de cenizas
volantes
polvo de piedra y
agregados
polvo de piedra y
agregados
 escoria KR INDEPENDIENTE

escoria granulada de
alto horno triturada y
de los residuos de
cáscara de huevo
calcinados
 cemento y cal

estabilizador de suelo INDEPENDIENTE

yeso reciclado
 Titulo en ESPAÑOL

Predicción de propiedades geotécnicas de suelos estabilizados

con cal: investigación en curso y resultados preliminares

Mejora del suelo laterítico cementado como material base

mediante compresión

Resistencia al congelamiento-descongelamiento y mayor

resistencia de suelos cohesivos modificados con un
surfactante catiónico
Influence of “nicoflok” polymer-mineral with portland cement
on granular soils and recycled asphalt material
Efecto de la bioceniza de madera como sustituto de la cal en la
estabilización de diferentes subrasantes de arcilla
Cálculo de la deformación del suelo provocada por el túnel de
protección a través de la capa de lodo con placas de drenaje
de plástico

Aplicación de la lógica difusa y el enfoque de Taguchi basado

en grises para la optimización de aditivos en el tratamiento
expansivo de suelos
Modelo de predicción de seguridad para taludes de carreteras
reforzadas mediante un método de aprendizaje automático

Comportamiento de agrietamiento por desecación de suelos

arcillosos tratados con biocemento y aditivo de cenizas de
fondo durante ciclos de humectación-secado

Mezclas de estabilización de subrasante con escoria de acero

EAF: un estudio experimental seguido de implementación en
campo

Rendimiento de Tierra Estabilizada con Paja de Trigo y Escoria

Rendimiento de Tierra Estabilizada con Paja de Trigo y Escoria

Estabilización de suelos con sulfatos con ligantes de magnesio

para la construcción de subrasantes de carreteras

Solidificación/estabilización de lodos textiles como subrasante:

uso de aglutinantes y material de esqueleto

Investigación de los impactos de la nanoarcilla en el potencial

de colapso y las propiedades geotécnicas de los suelos yesosos

Estabilización del suelo expansivo para la construcción de

tierra
La utilidad de los residuos industriales en la estabilización de
suelos

Pronóstico de las características desastrosas de los

deslizamientos de tierra en las carreteras utilizando el método
de puntos materiales: una perspectiva inducida por recargos
Aplicaciones de Materiales y Subproductos Sostenibles
Reciclados en la Estabilización de Suelos

Estudio de Variación de Escorrentía Superficial y Contenido de

Humedad del Suelo en la Subrasante de Estructura de
Pavimento Permeable

Propiedades mecánicas y microscópicas de residuos de

construcción y demolición estabilizados con cenizas volantes
activadas con álcali
 Propiedades mecánicas y microscópicas de residuos de
construcción y demolición estabilizados con cenizas volantes
activadas con álcali

Evaluación del ciclo de vida como apoyo a la decisión en la

elección del corredor vial: estudio de caso y perspectivas de
las partes interesadas

La influencia de la materia orgánica en el desarrollo de la

resistencia de la arcilla blanda marina estabilizada con
cemento
cemento
 Distribución de las propiedades mecánicas de un suelo
contaminado con petróleo solidificado por cenizas volantes de
cal en un ambiente costero
 Enfoque sistemático para evaluar la aplicabilidad de
geopolímeros a base de cenizas volantes para la estabilización
de arcillas
El efecto del geopolímero a base de cenizas volantes en la
resistencia del suelo de subrasante problemático con alto
contenido de CaO
Efectos de la ceniza de fibra de palma de aceite en suelo
laterítico estabilizado con cemento utilizado para la
construcción de carreteras

Desempeño del suelo de subrasante estabilizado con

subproductos de cascarilla de laminación reciclada y
materiales cementicios
 materiales cementicios

Comportamiento en campo y laboratorio de suelos de grano

fino estabilizados con cal

Estudio de laboratorio sobre el efecto del aditivo de desechos

plásticos en la resistencia al corte del suelo marginal

Estabilizador químico comercial RBI Grado 81 para la

construcción sostenible de carreteras

Evaluación de material estabilizador utilizando una mezcla de

aditivos de desecho
Estabilización de suelos arcillosos utilizando cenizas y escorias
volcánicas activadas con álcali

Comportamiento del suelo de lecho rojo estabilizado con cal

después de un secado cíclico húmedo en pruebas triaxiales y
análisis SEM

Rendimiento a largo plazo de taludes poco profundos

estabilizados con pasadores de plástico reciclado
 Capacidad de unión de finos de cantera para agregados
granulares

Efecto de la estabilización de geomalla en el rendimiento de la

capa de base granular sobre una subrasante débil
 Evaluación in situ del uso de lignosulfonato para la
estabilización de subrasante

Estabilización de suelos expansivos utilizando técnicas de pila

de cal y precipitación de cal: un estudio comparativo

Módulo de resiliencia de suelos expansivos en el norte de

Texas tratados con estabilizador de suelo iónico líquido (LISS)

Investigaciones Experimentales en Suelos Bio-Modificados

EFECTO DE LA MEZCLA DE CEMENTO Y BENTONITA EN EL

COMPORTAMIENTO DE CONSOLIDACIÓN DE SUELOS BLANDOS
ESTUARINOS
 EFECTO DE LA MEZCLA DE CEMENTO Y BENTONITA EN EL
COMPORTAMIENTO DE CONSOLIDACIÓN DE SUELOS BLANDOS
ESTUARINOS

Características de compactación de la arcilla de Bangkok

estabilizada con ceniza de cascarilla de arroz, ceniza de fondo
y cal
Estabilización de subrasante utilizando material de desecho no
biodegradable

Estudio sobre el material del lecho del río y análisis numérico

del terraplén de carretera estabilizado en suelo blando
Estudio sobre el material del lecho del río y análisis numérico
del terraplén de carretera estabilizado en suelo blando

Comportamiento de sacudida del limo aluvial del río Amarillo

estabilizado con aditivo combinado de lignina y cal
Influencia del contenido de arcilla expansiva en la migración
de iones y el rendimiento de la columna en suelos tratados
con columna de cal

Aplicación de residuos industriales activados con álcali para la

estabilización de una capa (sub)base a gran escala
Aplicación de residuos industriales activados con álcali para la
estabilización de una capa (sub)base a gran escala

Predicción de la degradación por humedad en pavimentos de

carreteras sin sellar estabilizados con enzimas

Caracterización avanzada de suelos lateríticos estabilizados

con cemento para ser utilizados como materiales de carretera

Estudios de durabilidad y retracción de suelos lateríticos

granulares estabilizados con cemento
 Selección del suelo dragado estabilizado/solidificado más
adecuado para usar en la construcción de capas de subrasante
de carreteras
 Selección del suelo dragado estabilizado/solidificado más
adecuado para usar en la construcción de capas de subrasante
de carreteras

Utilización de residuos de negro de humo para subrasantes en

pavimentos flexibles
 Una evaluación comparativa del cemento y el subproducto
Petrit T en la estabilización de suelos

Investigación experimental de limo de límite líquido bajo

estabilizado por lignina en el área de inundación del río
Amarillo

Cuantificación y micromecanismos de secuestro de CO 2 en

suelos solidificados de magnesia-cal-cenizas volantes/escorias
Durabilidad de suelos expansivos estabilizados con enzimas en
pavimentos de carreteras sujetos a degradación por humedad

Estabilización de suelos problemáticos mediante la utilización

de materiales cementosos

Influencia de fibras de coco mezcladas aleatoriamente y

cenizas volantes en la estabilización de subrasantes arcillosos
 Ceniza de racimos de frutos vacíos de palma aceitera como
estabilizador sostenible para la subbase de laterita de
pavimentos de carreteras

Estabilización de suelos arcillosos con polvo de horno de

cemento

El análisis de estabilidad de un terraplén de carretera fundado

sobre suelos blandos estabilizados con cal en Calabar, sureste
de Nigeria
 Estabilización de suelos lateríticos con cemento: mezcla de
cenizas de racimos de frutos vacíos de palma de aceite para el
requisito de curso base de la relación de carga de California
Propiedades de ingeniería de loess colapsable estabilizado por
polvo de horno de cemento

Estabilización de caminos sin pavimentar usando rejilla de

bambú y celdas de bambú recubiertas de betún

Efecto del jet grouting y deshidratación en un túnel adyacente

en una excavación profunda en Shanghái

Efectos de los ciclos de secado y humectación sobre la

durabilidad del suelo arcilloso mezclado con magnesia reactiva
carbonatada
Estudio de laboratorio de los efectos del uso de escoria de
magnesio en las propiedades geotécnicas de suelos
estabilizados con cemento

Comportamiento de deformación permanente de suelo de

algodón negro tratado con residuo de carburo de calcio
Efecto de los sulfatos y el período de curado sobre las curvas
de tensión-deformación y los modos de falla de las mezclas
suelo-cal-puzolana natural
Evaluación del desarrollo de la resistencia del suelo desértico
cementado

Estabilización de suelos expansivos utilizando material

cementante a partir de cenizas de cascarilla de arroz y
residuos de carburo de calcio
 Estabilización de suelos expansivos utilizando material
cementante a partir de cenizas de cascarilla de arroz y
residuos de carburo de calcio

Mejoramiento de Suelos por Residuos de Fracción Fina del

Reciclaje de Residuos de Construcción y Demolición

Modificación de las propiedades de ingeniería del suelo

arcilloso mediante la adición de residuos de mina

Mejora de las propiedades de soporte del suelo de algodón

negro mediante la combinación óptima de fibras de yute y
coco como refuerzo

Mejora del módulo resiliente del suelo cohesivo usando una

preparación enzimática
Economía de costos de pavimentos flexibles reforzados con
geoceldas en suelos blandos mediante el uso del software
Kenpave

Absorción de energía, módulo secante y resistencia a la

compresión de suelos tratados con cemento reforzados con
fibras con alto contenido de cenizas volantes

EL USO DE LODOS DE DEPURADORA Y SUS CENIZAS EN LA

INDUSTRIA DE LA CONSTRUCCIÓN Y LA AGRICULTURA: UNA
REVISIÓN
Estabilización de suelos de subrasante utilizando polvo de
piedra y agregados gruesos: un enfoque rentable
Estabilización de suelos de subrasante utilizando polvo de
piedra y agregados gruesos: un enfoque rentable
 Evaluación de laboratorio y de campo del suelo estabilizado
con escoria KR para aplicaciones de pavimentación

Influencia de la escoria granulada de alto horno triturada y de

los residuos de cáscara de huevo calcinados en las
propiedades mecánicas de una marga compactada
 Evaluación de laboratorio de agregados marginales de
grauvaca tratados con cemento y cal

Análisis de Riesgo de Capa Permeable en Sistema de Drenaje

Subsuperficial de Pavimento

Efecto de los finos en la resistencia al agrietamiento por

secado de suelos compuestos de grava estabilizada con
estabilizador de suelo

Respuesta de la mezcla de suelo blando con yeso reciclado

(placas de yeso) como agente estabilizado para suelo debajo
del tanque de aceite como estudio de caso
 Source
Cita APA Year Volume Issue Art. No.
title

Sustainab
le Civil
2020
Infrastruc
tures

Sustainab
le Civil
2020
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tures

Cement,
2020 Wapno, 2020 6
Beton
 Baltic
Journal of
Road and
2020 15 5
Bridge
Engineeri
ng
 Internatio
nal
Journal of
2020 Pavemen
t
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 Advances
in Civil
2020 2020 6625132
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ng

Road
Materials
2020 and
Pavemen
t Design
 Transport
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2020 2674 8
Research
Pipelines
Record
2020:
Condition
Transport
Assessme
ation
nt,
2020 2674 8
Research
Construct
Record
ion,
Rehabilita
tion, and
Trenchles
2020 s
Technolo
gies -
Proceedin
gs of
Sessions
of the
Pipelines
2020
Internatio
Conferen
nal
ce of
Journal
2020 Pavemen
t
Engineeri
ng

MRS
2020 5 25
Advances
 MRS
2020 5 25
Advances

Internatio
nal
Journal of
2020 Pavemen
t
Engineeri
ng

Advances
in Civil
2020 2020 8873098
Engineeri
ng

Jordan
Journal of
2020 Civil 14 4
Engineeri
ng

Cement,
2020 Wapno, 2020 3
Beton
 Revista
de la
2020 19 1
Construcc
ion

Advances
in Civil
2020 2020 8859344
Engineeri
Sustainab
ng
le Civil
2020 Baltic
Infrastruc
Journal
tures of
Road and 3 Special
2020 15
Bridge Issue
Advances
Engineeri
in ng
Civil
2020 2020 8836643
Engineeri
ng

European
Journal of
Environm
2020 ental and
Civil
Engineeri
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 Journal of
Environm
2020 ental and
Civil
Engineeri
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Internatio
nal
Journal of
2020 Sustainab
le
Transport
ation

Marine
Georesou
2020 rces and
Geotechn
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Geotechn
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 European
Journal of
Environm
2020 ental and
Civil
Engineeri
ng
 Canadian
Geotechn
2020 57 9
ical
Journal
 Lecture
Notes in
2020 Civil 76
Engineeri
ng
 Internatio
nal
Journal of
2020 Pavemen
t
Engineeri
ng

Internatio
nal
Journal of
2020 Pavemen
t
Engineeri
ng
 t
Engineeri
ng

Canadian
Geotechn
2020 57 6
ical
Journal

Lecture
Notes in
2020 Civil 72
Engineeri
ng

Lecture
Notes in
2020 Civil 72
Engineeri
ng

Open
2020 Engineeri 10 1
ng
 Materiale
s de
2020 70 337 e211
Construcc
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Advances
in
Materials
2020 Science 2020 4230519
and
Engineeri
ng

Geotechn
ical
2020-
2020 Special GSP 316
February
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n
 Geotechn
ical
2020-
2020 Special GSP 318
February
Publicatio
n

Geotechn
ical
2020-
2020 Special GSP 318
February
Publicatio
n
 Geotechn
ical
2020-
2020 Special GSP 318
Geotechn February
Publicatio
ical
n 2020-
2020 Special GSP 315
February
Publicatio
n

Geotechn
ical
2020-
2020 Special GSP 315
February
Publicatio
n

Geotechn
ical
2020-
2020 Special GSP 315
February
Publicatio
n

Geotechn
ical
2020-
2020 Special GSP 315
February
Publicatio
n

Internatio
nal
2020 Journal of 18 65
GEOMAT
E
 Internatio
nal
2020 Journal of 18 65
GEOMAT
E

Journal of
Engineeri
ng
2020 Science 15 1
and
Technolo
gy
 Lecture
Notes in
2020 Civil 49
Engineeri
ng

Lecture
Notes in
2020 Civil 55
Engineeri
ng

Lecture
Notes in
2020 Civil 55
Engineeri
ng
 Lecture
Notes in
2020 Civil 55
Engineeri
ng

Journal of
Materials
2020 in Civil 32 1 4019318
Engineeri
ng
 Geotechn
ical and
Geologica
2020 38 1
l
Engineeri
ng

Journal of
Cleaner
2020 242 118427
Productio
n
 Journal of
Cleaner
2020 242 118427
Productio
n

Lecture
Notes in
2020 Civil 37
Engineeri
ng

Internatio
nal
Journal of
2019 Pavemen 20 12
t
Engineeri
ng

Internatio
nal
Journal of
2019 Pavemen 20 12
t
Engineeri
ng
 Engineeri
ng

Journal of
Soft
Computin
2019 3 1
g in Civil
Engineeri
ng
 Journal of
Soft
Computin
2019 3 1
g in Civil
Engineeri
ng

Internatio
nal
Journal of
Scientific
2019 8 12
and
Technolo
gy
Research
 Technolo
gy
Research

Applied
Sciences
2019 9 23 5238
(Switzerla
nd)

Geotechn
ical and
Geologica
2019 37 6
l
Engineeri
ng

Internatio
nal
Journal of
2019 91 102827
Greenhou
se Gas
Control
 Transport
ation
2019 21 100255
Geotechn
ics

Innovativ
e
2019 Infrastruc 4 1 33
ture
Solutions

Internatio
nal
Journal of
2019 10 1 3
Geo-
Engineeri
ng
 IOP
Conferen
ce Series:
Materials
2019 640 1 12086
Science
and
Engineeri
ng

IOP
Conferen
ce Series:
Materials
2019 640 1 12080
Science
and
Engineeri
ng

IOP
Conferen
ce Series:
Materials
2019 640 1 12103
Science
and
Engineeri
ng
 IOP
Conferen
ce Series:
Materials
2019 640 1 12085
Science
and
Engineeri
ng
 Soil
Mechanic
s and
2019 Foundati 56 5
on
Engineeri
ng

Soil
Mechanic
s and
2019 Foundati 56 5
on
Engineeri
ng

Proceedin
gs of the
Institutio
n of Civil
2019 172 4
Engineers
: Ground
Improve
ment
Journal of
Materials
2019 in Civil 31 11 4019276
Engineeri
ng
 Construct
ion and
2019 223
Building
Materials

Construct
ion and
2019 223
Building
Materials
 Marine
Georesou
2019 rces and 37 9
Geotechn
ology
 Internatio
nal
Journal of
2019 Low- 14 4
Carbon
Technolo
gies

Construct
ion and
2019 221
Building
Materials
 Construct
ion and
2019 221
Building
Materials

Internatio
nal
Journal of
Scientific
2019 8 10
and
Technolo
gy
Research

Internatio
nal
Journal of
Innovativ
e
2019 8 12
Technolo
gy and
Exploring
Engineeri
ng

Internatio
nal
Journal of
Innovativ
e
2019 8 12
Technolo
gy and
Exploring
Engineeri
ng

Journal of
Central
2019 26 9
South
University
 Internatio
nal
Journal of
Recent
2019 8 3
Technolo
gy and
Engineeri
ng

Internatio
nal
Journal of
Innovativ
e
2019 8 11
Technolo
gy and
Exploring
Engineeri
ng

Jurnal
2019 81 5
Teknologi
 Internatio
nal
Journal of
Geosynth
2019 5 3 20
etics and
Ground
Engineeri
ng
 Internatio
nal
Journal of
Geosynth
2019 5 3 20
etics and
Ground
Engineeri
ng
 Journal of
Materials
2019 in Civil 31 9 4019182
Engineeri
ng

Transport
ation
2019 20 100244
Geotechn
ics
 Journal of
Transport
ation
2019 Engineeri 145 3 4019027
ng Part B:
Pavemen
ts

Journal of
Transport
ation
2019 Engineeri 145 3 4019028
ng Part B:
Pavemen
ts

Road
Materials
2019 and 20 6
Pavemen
t Design

IOP
Conferen
ce Series:
Materials
2019 579 1 12048
Science
and
Engineeri
ng
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 Porcentajes de
incorporacion
Link Clasificacion SUCS

(%)
Suelo CH

2%
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85102181881&doi=10.1007%2f978-3-030-34206-
4%
7_12&partnerID=40&md5=ff5027bc05bcee7ccc006231b
4a33a73
6%

8%

Suelo GP

3%

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 6%
85101580340&doi=10.1007%2f978-3-030-34242-
5_4&partnerID=40&md5=adb2c12533eb2a87f720d2d62
c8ed144 9%

12%

15%

Suelo

3% H

5% H

7% H

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 3% C
85100486740&doi=10.32047%2fCWB.2020.25.6.1&part
nerID=40&md5=9c4f1817260b7e51b9fa8ffa7e860ab2 5% C

7% C

3% H + 3% C

5% H + 5% C
 7% H + 5% C

Suelo 1 SP

Suelo 1 (AASHTO T180D)

Suelo 1 (AASHTO T99C)

Suelo 2 SP

Suelo 2 (AASHTO T180D)

Suelo 2 (AASHTO T99C)

Suelo 2 + 0.5% Cemento

Suelo 2 + 1% Cemento

Suelo 2 + 1.5% Cemento

https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85099412132&doi=10.7250%2fbjrbe.2020-
Suelo 2 + 2% Cemento
15.509&partnerID=40&md5=57889d7f55607ded9f3cb3d
3a1ca9aa2
Suelo 2 + 2.5% Cemento

Suelo 3 GP

Suelo 3 (AASHTO T180D)

Suelo 3 (AASHTO T99C)

Suelo 3 + 1% Cemento

Suelo 4 SW

Suelo 4 (AASHTO T180D)

Suelo 4 (AASHTO T99C)

Suelo 5 GW

Suelo A CH

Suelo B CL

Suelo C CL
 Suelo 1 + 3% Aglutinante

Suelo 1 + 3% Aglutinante +
25% WA
Suelo 1 + 3% Aglutinante +
50% WA
Suelo 1 + 3% Aglutinante +
75% WA
Suelo 1 + 3% Aglutinante +
100% WA

Suelo 1 + 5% Aglutinante

Suelo 1 + 5% Aglutinante +
25% WA
Suelo 1 + 5% Aglutinante +
50% WA
Suelo 1 + 5% Aglutinante +
75% WA
Suelo 1 + 5% Aglutinante +
100% WA

Suelo 2 + 3% Aglutinante

Suelo 2 + 3% Aglutinante +
25% WA
Suelo 2 + 3% Aglutinante +
50% WA
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85098564213&doi=10.1080%2f10298436.2020.1862839 Suelo 2 + 3% Aglutinante +
&partnerID=40&md5=9dda4ef56d2e84b50c268d6adcc9 75% WA
7d5b
Suelo 2 + 3% Aglutinante +
100% WA

Suelo 2 + 5% Aglutinante

Suelo 2 + 5% Aglutinante +
25% WA
Suelo 2 + 5% Aglutinante +
50% WA
Suelo 2 + 5% Aglutinante +
75% WA
Suelo 2 + 5% Aglutinante +
100% WA

Suelo 3 + 3% Aglutinante

Suelo 3 + 3% Aglutinante +
25% WA
Suelo 3 + 3% Aglutinante +
50% WA
 Suelo 3 + 3% Aglutinante +
75% WA
Suelo 3 + 3% Aglutinante +
100% WA

Suelo 3 + 5% Aglutinante

Suelo 3 + 5% Aglutinante +
25% WA
Suelo 3 + 5% Aglutinante +
50% WA
Suelo 3 + 5% Aglutinante +
75% WA
Suelo 3 + 5% Aglutinante +
100% WA
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85097748601&doi=10.1155%2f2020%2f6625132&partn
erID=40&md5=fdafe16dbb39e0c61895d353e0dd19d2
Suelo CH

2% OPC

10% QD + 5% OPC

20% QD +8% OPC

4% SDA + 2% OPC

4% SDA + 10% QD + 5%
OPC
4% SDA + 20% QD + 8%
OPC

8% SDA + 5% OPC

8% SDA + 10% QD + 8%
OPC

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 8% SDA + 20% QD + 2%

85096570557&doi=10.1080%2f14680629.2020.1847726 OPC
&partnerID=40&md5=5940b8c180c462b0ccf98255f3568
c25 12% SDA + 8% OPC

12% SDA + 10% QD + 2%

OPC
12% SDA + 20% QD + 5%
OPC

16% SDA + 5% OPC

16% SDA + 10% QD + 8%

OPC
 16% SDA + 20% QD + 2%
OPC

20% SDA + 8% OPC

20% SDA + 10% QD + 2%

OPC
20% SDA + 20% QD + 5%
OPC
20% SDA + 20% QD + 8%
OPC
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85094904605&doi=10.1177%2f0361198120924415&par
tnerID=40&md5=c0c55d286cd9b54ff601d814d6264891
100% Bentonite
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
80% Bentonite + 20%
85094903194&doi=10.1177%2f0361198120924409&par
Botton ash
tnerID=40&md5=7ef09f8aa7b133c1494097904a685f77
60% Bentonite + 40%
Botton ash

https://www.scopus.com/inward/record.uri?eid=2-s2.0-85094322056&doi=10.1061%2f9780784483206.057&partnerID=4

S-1a CL

S-1b CL

S-2 CL
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85094196833&doi=10.1080%2f10298436.2020.1823389
S-3 CL
&partnerID=40&md5=6dff091ca6c3e9826551015798553
a20
S-1

(S-1) -7% EAF SS - 3% BFS

(S-3) - 7% EAF SS - 3% FA

Suelo

4% Cemento + 0.5% Fibra

4% Cemento + 0.75% Fibra

4% Cemento + 1.00% Fibra

8% Cemento + 0.5% Fibra

8% Cemento + 0.75% Fibra

https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85094115508&doi=10.1557%2fadv.2020.174&partnerID
=40&md5=e830c747f797f747ce2510e29aedc327
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85094115508&doi=10.1557%2fadv.2020.174&partnerID 8% Cemento + 1.00% Fibra
=40&md5=e830c747f797f747ce2510e29aedc327
4% Cemento + 4% GBFS

4% Cemento + 8% GBFS

4% Cemento + 12% GBFS

8% Cemento + 4% GBFS

8% Cemento + 8% GBFS

8% Cemento + 12% GBFS

https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85092201465&doi=10.1080%2f10298436.2020.1825711
Suelo CL-ML
&partnerID=40&md5=ea5cd608455791f43416ced9919f
486d
Lodo textil

https://www.scopus.com/inward/record.uri?eid=2-s2.0- Esqueleto - 1
85092190254&doi=10.1155%2f2020%2f8873098&partn
erID=40&md5=d579295798409fedacdfe22a35c4a3b3 Esqueleto - 2

Esqueleto - 3

Suelo (Al-Najaf) SM

Suelo (Al-Najaf) + 1% NC

Suelo (Al-Najaf) + 2% NC

Suelo (Al-Najaf) + 4% NC
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85091841064&partnerID=40&md5=83f4d825e37b0d3d5 Suelo (Al-Samawa) SP-SM
e24e4c03871c5e8
Suelo (Al-Samawa) + 1%
NC
Suelo (Al-Samawa) + 2%
NC
Suelo (Al-Samawa) + 3%
NC
Suelo (Al-Samawa) + 4%
NC

https://www.scopus.com/inward/record.uri?eid=2-s2.0-85090616641&doi=10.32047%2fCWB.2020.25.3.4&partnerID=40

SG
 SG-5MD-10FA

SG-10MD-20FA

SG-15MD-30FA

SG-5MD-10GD

SG-10MD-20GD
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85090285033&doi=10.7764%2fRDLC.19.1.80&partnerID SG-15MD-30GD
=40&md5=fdc2dee44950277dbe1067a6b102ba33
SG-5GD-10FA

SG-10GD-20FA

SG-15GD-30FA

SG-5BR-10FA

SG-10BR-20FA

SG-15BR-30FA
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85089965899&doi=10.1155%2f2020%2f8859344&partn
erID=40&md5=a484a37d4f9c8df7672de60b81900044
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85089893325&doi=10.1007%2f978-3-030-34199-
2_7&partnerID=40&md5=8eb43a349462c75e0d7718871
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
2e53536
85089376351&doi=10.7250%2fbjrbe.2020-
15.481&partnerID=40&md5=fce9b892f081648c9475e41
a1dc64d65
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85088705001&doi=10.1155%2f2020%2f8836643&partn
erID=40&md5=a03761b803a553bfb182d97f50a26270
C&D

RCA

CB

60% CB + 40% FA

70% CB + 30% FA

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 80% CB + 20% FA

85088558168&doi=10.1080%2f19648189.2020.1792351
&partnerID=40&md5=d044122bc6698864c751dffc5967e
062 60% RCA + 40% FA
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85088558168&doi=10.1080%2f19648189.2020.1792351
&partnerID=40&md5=d044122bc6698864c751dffc5967e
062

70% RCA + 30% FA

80% RCA + 20% FA

60% C&D + 40% FA

70% C&D + 30% FA

80% C&D + 20% FA

https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85088117299&doi=10.1080%2f15568318.2020.1788679
&partnerID=40&md5=7cc5c058af43293b831a1a229df47
04d
Suelo

15% Cemento + 49.2%

Agua
15% Cemento + 49.2%
Agua + 3% Materia
organica
15% Cemento + 49.2%
Agua + 6% Materia
organica
15% Cemento + 49.2%
Agua + 9% Materia
organica
15% Cemento + 49.2%
Agua + 12% Materia
organica
15% Cemento + 49.2%
Agua + 15% Materia
organica
15% Cemento + 49.2%
Agua + 18% Materia
organica
15% Cemento + 49.2%
Agua + 21% Materia
organica
15% Cemento + 61.5%
Agua
15% Cemento + 61.5%
Agua + 3% Materia
organica
https://www.scopus.com/inward/record.uri?eid=2-s2.0- 15% Cemento + 61.5%
85088040181&doi=10.1080%2f1064119X.2020.1792593 Agua + 6% Materia
&partnerID=40&md5=29584e05bee822adffb93351a890 organica
ad18
15% Cemento + 61.5%
Agua + 9% Materia
organica
&partnerID=40&md5=29584e05bee822adffb93351a890
ad18

15% Cemento + 61.5%

Agua + 12% Materia
organica
15% Cemento + 61.5%
Agua + 15% Materia
organica
15% Cemento + 61.5%
Agua + 18% Materia
organica
15% Cemento + 61.5%
Agua + 21% Materia
organica
15% Cemento + 82% Agua
15% Cemento + 82% Agua
+ 3% Materia organica
15% Cemento + 82% Agua
+ 6% Materia organica
15% Cemento + 82% Agua
+ 9% Materia organica
15% Cemento + 82% Agua
+ 12% Materia organica
15% Cemento + 82% Agua
+ 15% Materia organica
15% Cemento + 82% Agua
+ 18% Materia organica
15% Cemento + 82% Agua
+ 21% Materia organica

Suelo

4% Aceite

8% Aceite

12% Aceite

10% Cal + 18% Ceniza

volante
4% Aceite + 10% Cal + 18%
Ceniza volante
8% Aceite + 10% Cal + 18%
Ceniza volante
12% Aceite + 10% Cal +
18% Ceniza volante
10% Cal + 20% Ceniza
volante
4% Aceite + 10% Cal + 20%
Ceniza volante
 8% Aceite + 10% Cal + 20%
Ceniza volante
12% Aceite + 10% Cal +
20% Ceniza volante
10% Cal + 22% Ceniza
volante

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 4% Aceite + 10% Cal + 22%

85087477231&doi=10.1080%2f19648189.2020.1781695 Ceniza volante
&partnerID=40&md5=9f15d4e920aa5d501d619e12a14f 8% Aceite + 10% Cal + 22%
71ce Ceniza volante
12% Aceite + 10% Cal +
22% Ceniza volante
12% Cal + 18% Ceniza
volante
4% Aceite + 12% Cal + 18%
Ceniza volante
8% Aceite + 12% Cal + 18%
Ceniza volante
12% Aceite + 12% Cal +
18% Ceniza volante
12% Cal + 20% Ceniza
volante
4% Aceite + 12% Cal + 20%
Ceniza volante
8% Aceite + 12% Cal + 20%
Ceniza volante
12% Aceite + 12% Cal +
20% Ceniza volante
12% Cal + 22% Ceniza
volante
4% Aceite + 12% Cal + 22%
Ceniza volante
8% Aceite + 12% Cal + 22%
Ceniza volante
12% Aceite + 12% Cal +
22% Ceniza volante

100 Kaolin CH

100 Kaolin + 5%
Geopolimero
100 Kaolin + 10%
Geopolimero
100 Kaolin + 15%
Geopolimero
100 Kaolin + 20%
Geopolimero
 90 Kaolin : 10 Bentomite CH

90 Kaolin : 10 Bentomite +
5% Geopolimero
90 Kaolin : 10 Bentomite +
15% Geopolimero
90 Kaolin : 10 Bentomite +
20% Geopolimero
90 Kaolin : 10 Bentomite +
25% Geopolimero

80 Kaolin : 20 Bentomite CH

80 Kaolin : 20 Bentomite +
5% Geopolimero
80 Kaolin : 20 Bentomite +
10% Geopolimero
80 Kaolin : 20 Bentomite +
15% Geopolimero
80 Kaolin : 20 Bentomite +
20% Geopolimero

60 Kaolin : 40 Bentomite CH

60 Kaolin : 40 Bentomite +
5% Geopolimero
60 Kaolin : 40 Bentomite +
10% Geopolimero
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85087114677&doi=10.1139%2fcgj-2019- 60 Kaolin : 40 Bentomite +
0215&partnerID=40&md5=2b3107f4a4229c9097f9df320 15% Geopolimero
897dc4e
60 Kaolin : 40 Bentomite +
20% Geopolimero

90 Kaolin : 10 Arena CL

90 Kaolin : 10 Arena + 5%
Geopolimero
90 Kaolin : 10 Arena + 10%
Geopolimero
90 Kaolin : 10 Arena + 15%
Geopolimero
90 Kaolin : 10 Arena + 20%
Geopolimero

80 Kaolin : 20 Arena CL

80 Kaolin : 20 Arena + 5%
Geopolimero
80 Kaolin : 20 Arena + 10%
Geopolimero
 80 Kaolin : 20 Arena + 15%
Geopolimero
80 Kaolin : 20 Arena + 20%
Geopolimero

60 Kaolin : 40 Arena CL

60 Kaolin : 40 Arena + 5%
Geopolimero
60 Kaolin : 40 Arena + 10%
Geopolimero
60 Kaolin : 40 Arena + 15%
Geopolimero
60 Kaolin : 40 Arena + 20%
Geopolimero

Natsoil - 1 CL

Natsoil - 2 CH

Suelo ML

5% Ceniza volante

10% Ceniza volante

https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85086993475&doi=10.1007%2f978-3-030-48679-
15% Ceniza volante
2_51&partnerID=40&md5=057755c692147584e8fa7fd2
ae233b3b
20% Ceniza volante

25% Ceniza volante

30% Ceniza volante

100% LS

80% LS + 20% OPFA

80% LS + 18% OPFA + 2% C

80% LS + 16% OPFA + 4% C

80% LS + 14% OPFA + 6% C

60% LS + 40% OPFA

60% LS + 38% OPFA + 2% C

 60% LS + 36% OPFA + 4% C

60% LS + 34% OPFA + 6% C

50% LS + 50% OPFA

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 50% LS + 48% OPFA + 2% C

85086911320&doi=10.1080%2f10298436.2020.1775230
&partnerID=40&md5=0c3dfda9296aec195d1bfced3f1c9
6f5 50% LS + 46% OPFA + 4% C

50% LS + 44% OPFA + 6% C

40% LS + 60% OPFA

40% LS + 58% OPFA + 2% C

40% LS + 56% OPFA + 4% C

40% LS + 54% OPFA + 6% C

20% LS + 80% OPFA

20% LS + 78% OPFA + 2% C

20% LS + 76% OPFA + 4% C

20% LS + 74% OPFA + 6% C

100% OPFA

Suelo CH

5% BRS

10% BRS

15% BRS

20% BRS

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 25% BRS

85086838700&doi=10.1080%2f10298436.2020.1766686
&partnerID=40&md5=c22563e84d79a7f0801b136dfd72
64f0 2% Cal

4% Cal
 64f0

6% Cal

2% Cemento

4% Cemento

6% Cemento

https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85085686579&doi=10.1139%2fcgj-2019-
Suelo CL
0271&partnerID=40&md5=d1f1f4fab61d6f4dfb066984e
4395c3a

Suelo (JH)

Suelo (JKB)

https://www.scopus.com/inward/record.uri?eid=2-s2.0- Suelo (MED)

85085182054&doi=10.1007%2f978-981-15-3677-
9_10&partnerID=40&md5=b521dba09e0947b759e41cf8
5d4dc8b0 0.25%

0.75%

1.00%

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 2% MH
85085170056&doi=10.1007%2f978-981-15-3677-
9_21&partnerID=40&md5=1f922770ab6f4ce497c3eb9d
4e36c5d2 4% SM

6% SC

Suelo

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 3% WC
85084982795&doi=10.1515%2feng-2020-
0034&partnerID=40&md5=b85ad4092744bf8ae5ae3991
11384700 5% WC

7% WC

Suelo CL

0 GGBS : 100 VA : 0.18

Liquido/solido
 0 GGBS : 100 VA : 0.22
Liquido/solido
0 GGBS : 100 VA : 0.26
Liquido/solido
30 GGBS : 70 VA : 0.18
Liquido/solido
30 GGBS : 70 VA : 0.22
Liquido/solido
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
30 GGBS : 70 VA : 0.26
85084182955&doi=10.3989%2fmc.2020.07519&partnerI
Liquido/solido
D=40&md5=76cadb5a79a67ea61528e53f47e90c67
45 GGBS : 55 VA : 0.18
Liquido/solido
45 GGBS : 55 VA : 0.22
Liquido/solido
45 GGBS : 55 VA : 0.26
Liquido/solido
100 GGBS : 0 VA : 0.18
Liquido/solido
100 GGBS : 0 VA : 0.22
Liquido/solido
100 GGBS : 0 VA : 0.26
Liquido/solido

Suelo

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 3%
85084039116&doi=10.1155%2f2020%2f4230519&partn
erID=40&md5=ca714ae780e64b5b6a21b3e8937d314a 5%

10%

https://www.scopus.com/inward/record.uri?eid=2-s2.0- US 287 CH
85081976672&partnerID=40&md5=7dfb822a61c3a8a41
d7151dea9d266f7 I 35 CH

Suelo 1 CH

Suelo 1 + 2%

Suelo 1 + 4%

Suelo 1 + 6%

Suelo 2 CH

Suelo 2 + 2%
 Suelo 2 + 4%

Suelo 2 + 6%

Suelo 3 CL-ML

Suelo 3 + 2%

Suelo 3 + 4%

Suelo 3 + 6%

Suelo 4 SP-SM

https://www.scopus.com/inward/record.uri?eid=2-s2.0- Suelo 4 + 2%
85081972005&doi=10.1061%2f9780784482810.048&pa
rtnerID=40&md5=8bc797e87bb368cc302a3692411aff70 Suelo 4 + 4%

Suelo 4 + 6%

Suelo 5 CL-ML

Suelo 5 + 2%

Suelo 5 + 4%

Suelo 5 + 6%

Suelo 6 CL-ML

Suelo 6 + 2%

Suelo 6 + 4%

Suelo 6 + 6%

Suelo 7 ML

Suelo 7 + 2%

Suelo 7 + 4%

Suelo 7 + 6%
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85081968562&doi=10.1061%2f9780784482810.055&pa
rtnerID=40&md5=ce9a37eeccbe8571a79cccb955ff342b
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85081952245&doi=10.1061%2f9780784482810.089&pa
rtnerID=40&md5=b5cb192e443bb5791ec16d7448dd569
0
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85081631394&doi=10.1061%2f9780784482780.058&pa Suelo ML
rtnerID=40&md5=30f88186bb15e5bbb5f990b5fc5cd331
Suelo CH

0.8 Pila de cal tratada

1.5 Pila de cal tratada

https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85081605182&doi=10.1061%2f9780784482780.041&pa 2 Pila de cal tratada
rtnerID=40&md5=403eda836fbad808e7b4c0fde74fde32
1.7 Precipitación de cal
tratada
2.5 Precipitación de cal
tratada
4 Precipitación de cal
tratada

Suelo 1

Suelo 2
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85081593782&doi=10.1061%2f9780784482780.059&pa
5.0ml /gal
rtnerID=40&md5=44186f8ec6c177d1d87d6512c32abbe
3
2.5ml /gal

10.0ml /gal

Black Cotton Soil IS (CH)

Laterite Soil IS (CI)

Black Cotton Soil + 150

https://www.scopus.com/inward/record.uri?eid=2-s2.0- ml/m3
85081585781&doi=10.1061%2f9780784482780.063&pa
rtnerID=40&md5=ffb2054fa4842884177592dcaab781b5 Black Cotton Soil + 250
ml/m3

Laterite Soil + 150ml/m3

Laterite Soil + 250ml/m3

Suelo

10% Cemento
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
10% Cemento + 2.5%
85079742028&doi=10.21660%2f2019.64.19076&partner
Bentonita
ID=40&md5=26a834a6f9df607831b285bbd876734a
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85079742028&doi=10.21660%2f2019.64.19076&partner
ID=40&md5=26a834a6f9df607831b285bbd876734a
10% Cemento + 5%
Bentonita
10% Cemento + 7.5%
Bentonita

Suelo

4% Cal + 10%BA

8% Cal + 10%BA

12% Cal + 10%BA

4% Cal + 10%RHA

8% Cal + 10%RHA

12% Cal + 10%RHA

4% Cal + 20%BA

8% Cal + 20%BA

12% Cal + 20%BA

4% Cal + 20%RHA

8% Cal + 20%RHA
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85079191701&partnerID=40&md5=3e35b71f4dd9447e8 12% Cal + 20%RHA
25bd432e6affb7c
4% Cal + 30%BA

8% Cal + 30%BA

12% Cal + 30%BA

4% Cal + 30%RHA

8% Cal + 30%RHA

12% Cal + 30%RHA

4% Cal + 50%BA

8% Cal + 50%BA
 12% Cal + 50%BA

4% Cal + 50%RHA

8% Cal + 50%RHA

12% Cal + 50%RHA

https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85078182768&doi=10.1007%2f978-981-15-0450-
1_30&partnerID=40&md5=346a2a519097001338ab3a14
ff199c5a
Suelo

0.5

1.5

2.5

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 3.0%
85078123804&doi=10.1007%2f978-981-15-0886-
8_50&partnerID=40&md5=10c9cdbda040a23376ded4ea
a520fef8 3.5%

4.0%

5.0%

6.0%

7.0%

8.0%

10.0%

B-sand SM

B-sand + 2%CC

B-sand + 4%CC

B-sand + 6%CC
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85078078032&doi=10.1007%2f978-981-15-0886-
8_39&partnerID=40&md5=933a18cac2e36cd4bc1493b6
15e62f6e
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85078078032&doi=10.1007%2f978-981-15-0886-
Soft soil MC
8_39&partnerID=40&md5=933a18cac2e36cd4bc1493b6
15e62f6e
Soft soil + 2% CC

Soft soil + 4% CC

Soft soil + 6% CC

Soft soil + 8% CC

Suelo

4% lignina

6% lignina

8% lignina

10% lignina

12% lignina

1% Cal

1% Cal + 4% Lignina

1% Cal + 6% Lignina

1% Cal + 8% Lignina

1% Cal + 10% Lignina

1% Cal + 12% Lignina

2% Cal

2% Cal + 4% Lignina

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 2% Cal + 6% Lignina

85074071336&doi=10.1061%2f%28ASCE%29MT.1943-
5533.0002954&partnerID=40&md5=cafdabc450f423ee1
0203ca9c2daf52b 2% Cal + 8% Lignina

2% Cal + 10% Lignina

2% Cal + 12% Lignina

 3% Cal

3% Cal + 4% Lignina

3% Cal + 6% Lignina

3% Cal + 8% Lignina

3% Cal + 10% Lignina

3% Cal + 12% Lignina

4% Cal

4% Cal + 4% Lignina

4% Cal + 6% Lignina

4% Cal + 8% Lignina

4% Cal + 10% Lignina

4% Cal + 12% Lignina

0% CH

20% CH

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 40% CH
85074039170&doi=10.1007%2fs10706-019-01067-
w&partnerID=40&md5=b7babd3bf705622656edf97f2d9
5598d 60% CH

80% CH

100% CH

Suelo

4% of lime

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 5% of cement
85072403528&doi=10.1016%2fj.jclepro.2019.118427&p
artnerID=40&md5=123f6dfe89a69d0ee1e9141c0a82d97 20% of alkaline activated
8 FA with NaOH and
Na2SiO3
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85072403528&doi=10.1016%2fj.jclepro.2019.118427&p
artnerID=40&md5=123f6dfe89a69d0ee1e9141c0a82d97
8

20% of alkaline activated

FA with NaOH
20% of alkaline activated
FA with CS

Suelo CL

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 1% AMR
85072062637&doi=10.1007%2f978-981-13-7603-
0_61&partnerID=40&md5=1dd794e7f1b77d21678d79ff
dcd0227c 3% AMR

5% AMR

Suelo SP

2%

4%
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85041610903&doi=10.1080%2f10298436.2018.1430893
6%
&partnerID=40&md5=7feb0ec8fc4b1d79b3f4133847f9d
882
5%

10%

15%

Suelo A SW

Suelo A + 3% Cemento

Suelo A + 4% Cemento

Suelo A + 6% Cemento

Suelo A + 8% Cemento

Suelo B SW

Suelo B + 3% Cemento
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85041502185&doi=10.1080%2f10298436.2018.1433830
Suelo B + 4% Cemento
&partnerID=40&md5=53fbd73036914535835ca255ce27
8d60
Suelo B + 6% Cemento

Suelo B + 8% Cemento
 Suelo C GW

Suelo C + 3% Cemento

Suelo C + 4% Cemento

Suelo C + 6% Cemento

Suelo C + 8% Cemento

Suelo

DS-4C

DS-6C

DS-8C

DS-10C

DS-12C

DS-16C

DS-20C

DS-4CBA

DS-6CBA

DS-8CBA

DS-10CBA

DS-12CBA

DS-16CBA

DS-20CBA

TDS-4C

TDS-6C

https://www.scopus.com/inward/record.uri?eid=2-s2.0- TDS-8C
85091614534&doi=10.22115%2fSCCE.2018.146936.1089
&partnerID=40&md5=f2f9803373615a14192a1ac0b3d4
43e9
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85091614534&doi=10.22115%2fSCCE.2018.146936.1089
&partnerID=40&md5=f2f9803373615a14192a1ac0b3d4
43e9 TDS-10C

TDS-12C

TDS-16C

TDS-20C

TDS-4CBA

TDS-6CBA

TDS-6CBA

TDS-10CBA

TDS-12CBA

TDS-16CBA

TDS-20CBA

DS-4CS

DS-6CS

DS-8CS

DS-10CS

DS-12CS

DS-16CS

DS-20CS

Suelo

2%

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 4%
85077685528&partnerID=40&md5=a21a2cb95aa75cdcf
b316872c8ee09b6 6%

8%
 b316872c8ee09b6

10%

Suelo

1% Cemento

2% Cemento

4% Cemento

7% Cemento

10% Cemento

18% Cemento
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85076699111&doi=10.3390%2fapp9235238&partnerID= 1% Petri T
40&md5=d87ed2d980fba220a910deca926a36d7
2% Petri T

3% Petri T

4% Petri T

5% Petri T

7% Petri T

10% Petri T

15% Petri T

Suelo

7%

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 10%
85073596561&doi=10.1007%2fs10706-019-00975-
1&partnerID=40&md5=cc5c74c9088560568780a7fc40e5
8847 12%

14%

16%
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85072054729&doi=10.1016%2fj.ijggc.2019.102827&part Suelo
nerID=40&md5=e18520c8b59471f00692faa9af85209e
https://www.scopus.com/inward/record.uri?eid=2-s2.0- Suelo CL
85069705889&doi=10.1016%2fj.trgeo.2019.100255&par
tnerID=40&md5=1a55138c2ae8679d632e7bc166b0c584 Suelo estabilizado con
enzimas

Suelo

3% Quicklime

6% Quicklime

9% Quicklime

3% Cemento

6% Cemento
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85065401169&doi=10.1007%2fs41062-019-0220-
9% Cemento
5&partnerID=40&md5=2dbe0e340c8f9fe9e3724408ad6
aa607
3% Gypsum

6% Gypsum

9% Gypsum

3% Na CL

6% Na CL

9% Na CL

Suelo CI

5% Ceniza volante

10% Ceniza volante

15% Ceniza volante

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 20% Ceniza volante

85061712935&doi=10.1186%2fs40703-019-0099-
1&partnerID=40&md5=a150711cabc79c8ce11580deb94
35e34 25% Ceniza volante

30% Ceniza volante

20% Ceniza volante + 1%

Fibra de coco
 20% Ceniza volante + 1.5%
Fibra de coco
20% Ceniza volante + 2%
Fibra de coco

Suelo CL

2% EFBA

4% EFBA

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 6% EFBA
85076579945&doi=10.1088%2f1757-899X
%2f640%2f1%2f012086&partnerID=40&md5=d6b251e8
6c969dbdd6714d9f5510468f 8% EFBA

10% EFBA

12% EFBA

14% EFBA

Suelo

7.5% CDK
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85076573903&doi=10.1088%2f1757-899X
10% CDK
%2f640%2f1%2f012080&partnerID=40&md5=3033528a
073ff405cae87fc214acd3f7
12.5% CDK

15% CDK

Fill S-CL

Soft Soil Foundation MH

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 3%
85076552082&doi=10.1088%2f1757-899X
%2f640%2f1%2f012103&partnerID=40&md5=2541cc4b1
51c1530b81411c9941b6714 6%

9%

12%

Suelo

Suelo (British Standard

light)
 2% OPEFBA

4% OPEFBA

6% OPEFBA

8% OPEFBA

2% Cemento

2% OPEFBA + 2% Cemento

4% OPEFBA + 2% Cemento

6% OPEFBA + 2% Cemento

8% OPEFBA + 2% Cemento

4% Cemento

2% OPEFBA + 4% Cemento

4% OPEFBA + 4% Cemento

6% OPEFBA + 4% Cemento

8% OPEFBA + 4% Cemento

6% Cemento

2% OPEFBA + 6% Cemento

4% OPEFBA + 6% Cemento

6% OPEFBA + 6% Cemento

8% OPEFBA + 6% Cemento

8% Cemento

2% OPEFBA + 8% Cemento

4% OPEFBA + 8% Cemento

6% OPEFBA + 8% Cemento
 8% OPEFBA + 8% Cemento

Suelo (West African

Standard )

2% OPEFBA

4% OPEFBA

6% OPEFBA

8% OPEFBA

2% Cemento

2% OPEFBA + 2% Cemento

4% OPEFBA + 2% Cemento

6% OPEFBA + 2% Cemento

8% OPEFBA + 2% Cemento

4% Cemento

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 2% OPEFBA + 4% Cemento

85076542240&doi=10.1088%2f1757-899X
%2f640%2f1%2f012085&partnerID=40&md5=9433c9bc9
152a847bc7b1ae5401c97fb 4% OPEFBA + 4% Cemento

6% OPEFBA + 4% Cemento

8% OPEFBA + 4% Cemento

6% Cemento

2% OPEFBA + 6% Cemento

4% OPEFBA + 6% Cemento

6% OPEFBA + 6% Cemento

8% OPEFBA + 6% Cemento

8% Cemento

2% OPEFBA + 8% Cemento
4% OPEFBA + 8% Cemento

6% OPEFBA + 8% Cemento

8% OPEFBA + 8% Cemento

Suelo (British Standard

heavy)

2% OPEFBA

4% OPEFBA

6% OPEFBA

8% OPEFBA

2% Cemento

2% OPEFBA + 2% Cemento

4% OPEFBA + 2% Cemento

6% OPEFBA + 2% Cemento

8% OPEFBA + 2% Cemento

4% Cemento

2% OPEFBA + 4% Cemento

4% OPEFBA + 4% Cemento

6% OPEFBA + 4% Cemento

8% OPEFBA + 4% Cemento

6% Cemento

2% OPEFBA + 6% Cemento

4% OPEFBA + 6% Cemento

6% OPEFBA + 6% Cemento

8% OPEFBA + 6% Cemento
 8% Cemento

2% OPEFBA + 8% Cemento

4% OPEFBA + 8% Cemento

6% OPEFBA + 8% Cemento

8% OPEFBA + 8% Cemento

0%

3%

6%

9%
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85075470430&doi=10.1007%2fs11204-019-09610-
12%
w&partnerID=40&md5=960658be6ad3858971d4574661
ee8125
15%

19%

23%

27%

https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85075298689&doi=10.1007%2fs11204-019-09613-
7&partnerID=40&md5=50795d9cb7dbb299eb30329276
1298f4

https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85073699036&doi=10.1680%2fjgrim.18.00065&partnerI
D=40&md5=b6bae08fbe4fca724b5f0cf571f1353f

https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85070726340&doi=10.1061%2f%28ASCE%29MT.1943-
5533.0002940&partnerID=40&md5=7d4ae546f6cfe2d5e
6663c3056294ef1
 100 Soil

90 Soil : 10 Slag

80 Soil : 20 Slag

70 Soil : 30 Slag

60 Soil : 40 Slag

98 Soil : 2 Cemento

88 Soil : 2 Cemento : 10
Slag
78 Soil : 2 Cemento : 20
Slag
68 Soil : 2 Cemento : 30
Slag

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 58 Soil : 2 Cemento : 40

85068553348&doi=10.1016%2fj.conbuildmat.2019.07.0 Slag
11&partnerID=40&md5=693c3a71b0130e7b5b68c7360e
e057d9 96 Soil : 4 Cemento

86 Soil : 4 Cemento : 10
Slag
76 Soil : 4 Cemento : 20
Slag
66 Soil : 4 Cemento : 30
Slag
56 Soil : 4 Cemento : 40
Slag

94 Soil : 6 Cemento

84 Soil : 6 Cemento : 10
Slag
74 Soil : 6 Cemento : 20
Slag
64 Soil : 6 Cemento : 30
Slag
54 Soil : 6 Cemento : 40
Slag

Suelo CH
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85068532285&doi=10.1016%2fj.conbuildmat.2019.07.0
2%
10&partnerID=40&md5=8d433e76393a3c72da08a051b8
010729
4%
Suelo (GS) CH

P0L4

P0L8

P10L0

P20L0

P10L4

P20L4

P10L8

P20L8

P0L0C2

P0L4C2

P0L8C2

P10L0C2

P20L0C2

P10L4C2

P20L4C2

P10L8C2

P20L8C2

P0L0C4

P0L4C4

P0L8C4

P10L0C4

P20L0C4
P10L4C4

P20L4C4

P10L8C4

P20L8C4

P0L0C6

P0L4C6

P0L8C6

P10L0C6

P20L0C6

P10L4C6

P20L4C6

P10L8C6

P20L8C6

P0L0N2

P0L4N2

P0L8N2

P10L0N2

P20L0N2

P10L4N2

P20L4N2

P10L8N2

P20L8N2

P0L0N4
 P0L4N4

P0L8N4

P10L0N4

P20L0N4

P20L0N4

P20L4N4

P10L8N4

P20L8N4

P0L0N6

P0L4N6

P0L8N6

P10L0N6

P20L0N6

P10L4N6

P20L4N6

P10L8N6

https://www.scopus.com/inward/record.uri?eid=2-s2.0- P20L8N6
85061289712&doi=10.1080%2f1064119X.2018.1537321
&partnerID=40&md5=796847578f9c40e684266ebc7f0df
a61 Suelo (RS) CL

P0L4

P0L8

P10L0

P20L0

P10L4
 P20L4

P10L8

P20L8

P0L0C2

P0L4C2

P0L8C2

P10L0C2

P20L0C2

P10L4C2

P20L4C2

P10L8C2

P20L8C2

P0L0C4

P0L4C4

P0L8C4

P10L0C4

P20L0C4

P10L4C4

P20L4C4

P10L8C4

P20L8C4

P0L0C6

P0L4C6
P0L8C6

P10L0C6

P20L0C6

P10L4C6

P20L4C6

P10L8C6

P20L8C6

P0L0N2

P0L4N2

P0L8N2

P10L0N2

P20L0N2

P10L4N2

P20L4N2

P10L8N2

P20L8N2

P0L0N4

P0L4N4

P0L8N4

P10L0N4

P20L0N4

P20L0N4

P20L4N4
 P10L8N4

P20L8N4

P0L0N6

P0L4N6

P0L8N6

P10L0N6

P20L0N6

P10L4N6

P20L4N6

P10L8N6

P20L8N6

Mixture 1 (30%/70%) GW

3%

5%

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 7%
85077810100&doi=10.1093%2fijlct
%2fctz047&partnerID=40&md5=b759aaaf6f88ff3765184
4701f575948 Mixture 2 (50%/50%) SP

3%

5%

7%

Suelo

20 RHA: 80CCR

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 35 RHA: 65CCR

85066922455&doi=10.1016%2fj.conbuildmat.2019.05.1
57&partnerID=40&md5=945eeea7b2b7418aa1ff75ad94f
8c7d2 50 RHA: 50CCR
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85066922455&doi=10.1016%2fj.conbuildmat.2019.05.1
57&partnerID=40&md5=945eeea7b2b7418aa1ff75ad94f
8c7d2

65 RHA: 35CCR

80 RHA: 20CCR

Suelo CH

5%

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 10%
85074469101&partnerID=40&md5=2fda6c116574dde07
64d3c20e907a4b7 15%

20%

25%

100 Soil CH (IS)

90 Soil: 10 Mine waste

80 Soil: 20 Mine waste

https://www.scopus.com/inward/record.uri?eid=2-s2.0-85073720803&doi=10.35940%2fijitee.L3370.1081219&partnerID
70 Soil: 30 Mine waste

60 Soil: 40 Mine waste

50 Soil: 50 Mine waste

100 Mine waste

Suelo

0.5%
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85073673116&doi=10.35940%2fijitee.L3662.1081219&p
1.0%
artnerID=40&md5=13fd2173a99de93aaac52329732080
4c
1.5%

2.0%

Loam soil

https://www.scopus.com/inward/record.uri?eid=2-s2.0-85073545624&doi=10.1007%2fs11771-019-4197-1&partnerID=40
Clay I

Clay II
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85073519453&doi=10.35940%2fijrte.C5533.098319&par clay subgrade CI (IS)
tnerID=40&md5=8a9d31c9f793d63b74b995fa1d3616fd

Suelo

70FA - 1.5C - 0.25% F

70FA - 1.5C - 0.50% F

70FA - 1.5C - 0.75% F

70FA - 1.5C - 1.00% F

70FA - 2C - 0.25% F

70FA - 2C - 0.50% F

70FA - 2C - 0.75% F

70FA - 2C - 1.00% F
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85073330908&doi=10.35940%2fijitee.K2114.0981119&partnerID

50FA - 1.5C - 0.25%F

50FA - 1.5C - 0.50%F

50FA - 1.5C - 0.75%F

50FA - 1.5C - 1.00%F

50FA - 2C - 0.25%F

50FA - 2C - 0.50%F

50FA - 2C - 0.75%F

50FA - 2C - 1.00%F

https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85073329672&doi=10.11113%2fjt.v81.13486&partnerID
=40&md5=5ef54de3315523077ac9461e7c25acdb

Suelo 1
 10% SD

20% SD

30% SD

10% CA

20% CA

10% SD+10% CA

10% SD+20% CA

Suelo 2

10% SD

20% SD

30% SD

10% CA

20% CA

10% SD+10% CA

10% SD+20% CA

Suelo 3

10% SD

20% SD

30% SD

10% CA

20% CA

10% SD+10% CA

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 10% SD+20% CA

85069056750&doi=10.1007%2fs40891-019-0171-
0&partnerID=40&md5=6a58575dc40112888013948d9d
2f308c
https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85069056750&doi=10.1007%2fs40891-019-0171-
0&partnerID=40&md5=6a58575dc40112888013948d9d
2f308c Suelo 4

10% SD

20% SD

30% SD

10% CA

20% CA

10% SD+10% CA

10% SD+20% CA

Suelo 5

10% SD

20% SD

30% SD

10% CA

20% CA

10% SD+10% CA

10% SD+20% CA

Suelo 6

10% SD

20% SD

30% SD

10% CA

20% CA

10% SD+10% CA
 10% SD+20% CA

Suelo 1

15%

20%

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 25%
85067974885&doi=10.1061%2f%28ASCE%29MT.1943-
5533.0002811&partnerID=40&md5=d15855438c7eebd7
aaf3910c66f7f5dd Suelo 2

15%

20%

25%

Suelo

Soil + 5% CGBS-PC

Soil + 10% CGBS-PC

Soil + 15% CGBS-PC

Soil + 5% CGBS-CES

Soil + 10% CGBS-CES

https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85067174522&doi=10.1016%2fj.trgeo.2019.100244&par
Soil + 15% CGBS-CES
tnerID=40&md5=4437714b74e70b7409590317e55c824
5
Soil + 5% CGBS-CES

Soil + 10% CGBS-CES

Soil + 15% CGBS-CES

Soil + 5% CGBS-CES

Soil + 10% CGBS-CES

Soil + 15% CGBS-CES

https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85066988013&doi=10.1061%2fJPEODX.0000127&partne
rID=40&md5=a2a2c473aa3aaf3d7519b0a89fa4194d

https://www.scopus.com/inward/record.uri?eid=2-s2.0-
85066935846&doi=10.1061%2fJPEODX.0000129&partne
rID=40&md5=f3893f576134b658195b8a61f6041662

Suelo GC

8%

https://www.scopus.com/inward/record.uri?eid=2-s2.0- 9%
85042210406&doi=10.1080%2f14680629.2018.1439766
&partnerID=40&md5=bc51e5b7d14b99150a147db83dd
ba040 10%

11%

12%

https://www.scopus.com/inward/record.uri?eid=2-s2.0- Soil CL
85072117125&doi=10.1088%2f1757-899X
%2f579%2f1%2f012048&partnerID=40&md5=e020c0fa3 5%
0e696274adc12bfab6e46c3 10%
15%
 GABRIELA YEFER

Clasificacion Limite plastico (LP) Indice de Plasticidad

Limite liquido (LL) %
AASHTO % (IP = %)

A-7-5 73% 41% 32%

disminuye aumenta disminuye

aumenta aumenta disminuye

disminuye aumenta disminuye

aumenta aumenta disminuye

A-2-7 47% 25% 22%

51.30% 17.78% 33.52%

38.34% 21.14% 17.20%

26.21% 17.91% 8.30%

A-7-6 (33) 67.1% 23.6% 43.5%
 276% 37% 239%

A-6(8) 30% 17% 13%

A-6(7) 28% 16% 12%

A-6(6) 28% 16% 12%

A-6(9) 35% 22% 13%

35% 22% 13%

39% 25% 14%

35% 22% 13%

30.2% 16.9% 13.3%

 21% 15% 6%

158.6% 28.3%

54.0% 28.0% 26.0%

40.0% 19.0% 21.0%

28.3% 19.2% 9.1%

41% 21% 20%
53.0% 27.0% 26.0%
61.0% 32.0% 29.0%

87.5% 34.3% 53.2%

139.0% 40.2% 98.8%

48.0% 24.0% 24.0%

45.0% 22.8% 22.8%

39.0% 20.0% 19.0%

42.0% 23.4% 18.8%

57.0% 25.0% 31.0%

38% 27% 11%

41.90% 23.80% 18.10%

67.77% 26.92% 40.85%

44.70% 25.22% 19.48%

45.05% 37.51% 7.54%

30.16% 33.10% 7.54%

45.76% 30.47% 15.29%

67.26% 35.40% 31.86%

48.86% 42.06% 4.80%

48.60% 40.84% 7.76%

47.07% 35.04% 12.03%

68.72% 39.12% 29.60%

51.47% 34.02% 17.45%

46.02% 39.12% 29.60%

43.95% 30.58% 13.37%

40.56% 28.13% 12.43%

39.44% 26.78% 12.66%

37.59% 25.79% 11.80%

36.72% 25.35% 11.37%

34.47% 23.95% 10.52%

35.55% 22.14% 13.41%

32.84% 23.01% 9.83%

NP NP NP

62.4% 28.5% 33.9%

33% 17% 16%

11.1%

29% 19% 10%

 25.1% 15.3% 9.8%

48-79% 25-51%

48-70% 26-39%

A-6 43% 34% 9%

A-6 32% 16% 16%

A-4 23% 15% 6%

A-2-4 30% 9% 9%

A-4 21% 14% 6%

A-4 20% 18% 5%

A-4 23% 20% 10%

A-4(0) 17.2% 15.1% 2.1%

92% 22%

84% 28%

92% 25%

93% 22%

68% 30%

72% 27%

74% 25%

76% 58%

73% 48%

33%

22%

100% 35% 65%

66.80% 29.45% 37.34%
58% 32.72% 25.28%

- NA NA
 40% 18% 22%

26.26% 17.81% 8.45%

18.8% 6.6% 12.2%

 33.2% 28.2% 5.0%

30.6% 25.5% 5.1%

30.8% 25.0% 5.8%

51.00% 23.06% 27.94%

73.50% 25.19% 48.31%

119.30% 30.12% 89.18%

167.50% 33.85% 133.65%

213.00% 34.05% 178.95%

269.00% 34.72% 234.28%

28% 19%
A6 40.0% 15.5% 24.5%

NP NP

48.25% 31.58% 16.67%

41.25% 28.40% 12.85%

36.50% 20.61% 15.89%

20.99% NP
 38.00% 21.36% 16.64%

disminuye disminuye disminuye

disminuye disminuye disminuye

disminuye disminuye disminuye

disminuye disminuye disminuye

disminuye disminuye disminuye

37% 20%

aumenta aumenta aumenta

aumenta aumenta aumenta

aumenta aumenta aumenta

aumenta aumenta aumenta

aumenta aumenta disminuye

aumenta aumenta disminuye

aumenta aumenta aumenta

aumenta aumenta aumenta

aumenta aumenta aumenta

aumenta aumenta aumenta

aumenta aumenta aumenta

aumenta aumenta aumenta

aumenta aumenta disminuye

aumenta aumenta disminuye

28.40% 20.29%

29.63% 20.15% 9.48%

A-7-6 48% 18% 30%

49% 17% 32%

33% 32% 1%

49% 37% 12%

44% 38% 6%

44% 37% 7%

43% 39% 4%

41% 34% 7%

41% 33% 8%

41% 34% 7%

39% 28% 11%

38% 28% 10%

37% 29% 8%

34% 29% 5%

48% 24% 24%

disminuye aumenta disminuye

disminuye aumenta disminuye

disminuye aumenta disminuye

disminuye aumenta disminuye

disminuye aumenta disminuye

disminuye aumenta disminuye

A-7-6 47% 24% 23%

116.83% 35.29% 81.54%

A-7-5 51% 25% 24%

A-7-5 109% 56% 53%

39.5% 20.6% 18.9%

disminuye aumento disminuye

disminuye aumento disminuye

disminuye aumento disminuye

disminuye aumento disminuye

disminuye aumento disminuye

disminuye aumento disminuye

disminuye aumento disminuye

disminuye aumento disminuye

disminuye aumento disminuye

disminuye aumento disminuye

disminuye aumento disminuye

disminuye aumento disminuye

39% 20% 19%

59% 18% 41%

82.8% 32.2%
46.5% 22.7%
77.6% 36.9% 40.7%
 83% 36% 47%

A-7-5 55.6% 27.6% 28.0%

disminuye aumenta disminuye

disminuye aumenta disminuye

disminuye disminuye disminuye

38.4% disminuye 22.0%

54.40% 21.46% 32.94%

42% 27% 15%

39% 30% 8%

38% 32% 6%

35% 33% 2%

A-6 36% 25.3% 10.7%

A-6 38% 25.2% 12.8%

A-4 32% 22.8% 9.2%

45% 27% 16%

25.2% 4.1%
29.6% 10.4%

24.2% 6.6%
21.6% 1.3%

28.7% 6.1%

20.8% 2.4%
A-7-6 49.0% 24.8% 24.2%

43.3% 29.5% 13.8%

42.1% 29.8% 12.3%

43.0% 31.7% 11.3%

A-2-6 26.0% 15.1% 11.0%

30.4% 21.4% 9.0%

30.5% 23.4% 7.1%

32.4% 22.8% 9.6%

52.30% 25.60% 26.60%

 20.2% 14.8% 5.4%

46% 20% 26%

disminuyo disminuyo aumento

aumento disminuyo aumento
aumento aumento aumento
A YEFER

Óptima Contenido de Máxima Densidad California Bearing % de Expansion Ensayo a la

Humedad (OCH = %) Seca (MDS = gr/cm3) Ratio (CBR= %) (CBR) compresion

24.21 14.7 kN/m3 275 kPa

aumenta disminuye aumenta

aumenta disminuye aumenta

aumenta disminuye aumenta

aumenta disminuye aumenta

13 1.84 14 230.77 kN/m2

299.2

325.9

369.9

320.4

349.1

1.46

2.69

1.86

1.29

2.61
 3.62

47.75

7.5 19.58 kN/m3

9.4 18.86

5.01

- -

15.25 17.57

24

63

aumenta

aumenta

35.66

5.8 19.85

9.8 19.25

77.14

6.2 20.64

9.9 19.1

10

17.61 1.673 kN/m3

16.32 1.773

14.61 1.778
104

92

80

60

19

97

107

105

88

27

85

86

88

77

34

81

94

103

103

82

68

75

84
 87

63

75

85

87

101

85

1.55 9.4 152.5 kN/m2

 66.2 771.3

13 18.56 kN/m3

16 16.94 584.45 kPa

15 18.04 760.06

10 19.8 kN/m3 0.372 Mpa

aumenta

aumenta

aumenta

aumenta

aumenta
 aumenta

11.4 1.87 8

18 14 kN/m3

22 15.98

24 18.87

30 20.12

18 13.4

18 13.4

22 15

24 18.66

30 19.76

6 21.48 kN/m3
7.1 21.09 aumenta

7.8 20.4 aumenta

9.2 19.72 aumenta

6.8 19.91 aumenta

9.5 19.13 aumenta

9.9 18.93 aumenta

7.2 21 aumenta

8.1 19.52 aumenta

9.3 18.93 aumenta

8..20 20.5 aumenta

9.9 19.62 aumenta

10.5 18.83 aumenta

8.3 2.02

11.3 1.96

12.5 1.86
 1230

1063.95

876.99

777.97

674.04

637.14

498.15

467.4

947.1

803.14

648.76

598.56
546.47

462.18

410.09

335.27

135.3
114.73

95.52

86.86

73.46

63.4

57.09

46.4

250 kPa

156

105

77

862.36

667.98

614.73

655
 882.79

759.57

651.34

666.77

934.25

917.43

811.35

807.45

25.2 14.95 kN/m3

aumento

aumento

aumento

aumento
25.3 13.85

aumento

aumento

aumento

aumento

25.7 13.65

aumento

aumento

aumento

aumento

26 13.19

aumento

aumento

aumento

aumento

24 15.09

aumento

aumento

aumento

aumento

22 15.67

aumento

aumento
 aumento

aumento

16 17.3

aumento

aumento

aumento

aumento

19.7 16.28

22.3 14.88

15.5 1.73 0.2 Mpa

12.7

15.41

17.7

22.2

20.07

13.5 1.78 19.1

86.34 356.13 kN/m2

139.97 180.89

133.86 407.01

126.52 938.38

128.97 785.75

152.96 497.45

141.9 576.59
140.58 226.1

51.95 424

160.14 1401.91

120.41 243.07

108.73 661.39

102.28 977.95

27.51 1113.61

161.36 1102.31

71.87 1062.74

38.51 881.85

23.04 706.61

19.56 1034.47

162.18 797.05

190.09 1113.61

15.89 NP

aumenta

aumenta

aumenta

aumenta

aumenta

aumenta

aumenta
 aumenta

aumenta

aumenta

aumenta

19 16.4 kN/m3 3.07

21.7 17.2

23.6 17.1

3.36

3.8

5.84

350 kPa

aumenta 830

aumenta 1350

aumenta 1800

13.76 1.95

aumento
 aumento

aumento

aumento

aumento

aumento

aumento

aumento

aumento

aumento

aumento

aumento

11.2 2.01

4 19.57 disminuye

3.5 20.41 disminuye

5.9 20.03 aumenta

5.6 19.07 disminuye

6.4 19.35 aumenta

6.2 18.85 aumenta

6.1 19 disminuye

6.8 19.9 aumenta

5.5 19.4 aumenta

6.1 19.24 aumenta

6.3 19.15 aumenta

5.3 19.32 aumenta

5 19.35 disminuye

6.6 18.77 aumenta

5.5 18.85 aumenta

6.9 18.82 aumenta

8.2 18.68 disminuye

9.3 19.54 disminuye

6.4 18.65 aumenta

7.2 18.52 aumenta

5.9 18.41 disminuye

 20 1.68 228 kPa

1.319

1.44

1.45

1.48

1.55

1.6

16.25 1.499 4.57 151.14 kPa

18.75 1.761 9.23 250.38

16 1.937 15.08

16.25 1.965 18.13

15.4 1.534 14.22

15 1.558 16.055

10-15 kPa
 22.5 1.49 264 kPa

aumenta disminuye

aumenta disminuye

aumenta disminuye

aumenta disminuye

aumenta disminuye

aumenta disminuye

aumenta disminuye

aumenta disminuye

aumenta disminuye

aumenta disminuye

aumenta disminuye

aumenta disminuye

- disminuye

- disminuye

- disminuye

aumenta disminuye

aumenta disminuye

aumenta disminuye

- disminuye

- disminuye
 - disminuye

aumenta disminuye

aumenta disminuye

aumenta disminuye

40 2.01

2.48

2.97

3.17

3.52

3.62

3.72

3.96

4.25

4.42

4.51

4.72

2.39

2.12

18.51 1.58 22

30

31

32
 16 1.78 7

18.5 1.58

17 1.66

16.6 1.68

15.8 1.7

14.82 1.65 42 kPa

38

6.2 1.77 58

44

34

29

70

60

73

48

37

36

85

210

380

258

182

138
16 1.58 108

300

7.7 1.76 539

521

7.4 1.79 495

384

140

361

630

761

816

871

14.4 1.81 48 363 k Pa

 aumenta

aumenta

aumenta

10.5 2.22

6.1 2.32

8.4 2.3

8.8 2.28

8 1.636

9 1.643

10 1.654

12.5 19.4 kN/m3

10.7 22.1
 9.6 21.5

13.5 1.64 1.45 197.11 kPa

16.7 1.64 12.76 565.78

18.63 1.63 14.9 621.74

20 1.61 19.21 770.8

20.3 1.61 21 925.75

20.94 1.61 26.26 1107.17

21.1 1.61 33.36 1765.9

21.23 1.61 46.87 1993.69

17.6 1.6 3.01 402.07

17.7 1.6 6.71 445.09

18 1.59 14.77 600.17

18.3 1.59 17.63 706.08

18.8 1.58 20.77 798.26

19.5 1.61 26.48 921.83

19.8 1.61 31.73 1200.33

17.2 1.66 13.83 627.62

18.3 1.65 22.52 706.07

20.8 1.65 25.34 872.79

21.5 1.64 31.02 1059.12

23.2 1.64 35.4 1418.04

24.95 1.64 42.74 1873.07

26 1.64 49.82 2275.14

17.4 1.66 4.79 404.03

18.35 1.65 8.66 549.17

21.2 1.65 16.94 774.72

22.4 1.64 20.19 913.97

23.8 1.64 25.18 1029.7

26.4 1.63 28.48 1210.14

27.9 1.62 36.64 1756.3

16.8 1.65 2.9 396.05

18.72 1.655 7.2 466.31

20.5 1.66 15.2 632.06

21.4 1.67 17.3 740.6

21.8 1.69 21.88 841.35

22.3 1.7 27.4 1324.43

22.9 1.7 33.5 1475.33

7.09

aumenta

aumenta

aumenta

aumenta
 aumenta

12 1.97

14.7 1.69

disminuye aumenta aumenta

aumenta aumenta aumenta

aumenta aumenta aumenta

aumenta aumenta aumenta

aumenta aumenta aumenta

 22.9 1.62

21.2 1.67

17 17.5 kN/m3 2 150 kN/m2

aumenta disminuye aumenta aumenta

aumenta disminuye aumenta aumenta

aumenta disminuye aumenta aumenta

aumenta disminuye 6% aumenta

aumenta disminuye aumenta aumenta

aumenta disminuye aumenta aumenta

aumenta
 aumenta

aumenta

17.1 1.6 17 285 kN/m3

aumenta aumenta aumenta aumenta

aumenta aumenta aumenta aumenta

aumenta aumenta aumenta aumenta

aumenta disminuye disminuye aumenta

aumenta disminuye disminuye aumenta

aumenta disminuye disminuye aumenta

aumenta disminuye disminuye aumenta

18 1.7 1.48

disminuye aumenta aumenta

disminuye aumenta aumenta

disminuye aumenta aumenta

disminuye aumenta aumenta

50 kPa

15

aumenta

aumenta

aumenta

aumenta

19.8 1.75 10
aumento disminuye

aumento disminuye

aumento disminuye

aumento disminuye

aumento disminuye disminuye

aumento disminuye disminuye

aumento disminuye disminuye

aumento disminuye disminuye

aumento disminuye disminuye

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye disminuye

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

19 1.8 6

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

17.3 1.89 8

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

18.09 1.72

18.25 1.7

18.95 1.69

18.9 1.67

19.47 1.67

19.09 1.65

19.52 1.63

19.6 1.62

19.61 1.62
 12 2.13

aumento aumento aumento

aumento aumento aumento

aumento aumento aumento

aumento aumento aumento

aumento aumento aumento

aumento aumento aumento

aumento aumento aumento

aumento aumento aumento

aumento aumento aumento

aumento aumento aumento

aumento aumento aumento

aumento aumento aumento

aumento aumento aumento

aumento aumento aumento

aumento aumento aumento

aumento aumento aumento

aumento aumento aumento

aumento aumento aumento

aumento aumento aumento

28.29 13.82 kN/m3 100 kPa

30.4 13.2

31.1 12.9

27.61 14

25.8 14.3

26.82 13.3

29 13.58

29.81 13.3

28.2 13.61

30.15 13.63

33.2 12.7

34.53 12.51

29.15 13.87

28.35 14

31.5 12.85

33.1 13.2

34.1 12.9

32.71 13.15

32.1 13.17

34.25 12.4

35.71 12

31.2 12.35

30.51 13.61
32.7 12.1

35.1 12.45

35.6 12.1

34.45 12.36

34.5 12.71

35.85 12.05

37.33 11.7

32.5 12

31.9 13.07

33.65 11.9

36.4 12.23

36.91 11.93

35.63 12.1

28.4 13.75

32.3 13.02

33.1 12.7

31.1 13.92

28.5 14.21

28.2 13

31.1 13.32

32.05 13.02

30.41 13.35

28.23 13.81
33.1 12.63

34.15 12.3

31.5 14.08

29.07 14.41

30 12.75

32.9 13.05

33.72 12.7

32.1 13

28.5 13.95

35.25 12.35

35.9 12.08

32.05 14.02

29.3 14.32

31.6 12.43

34.5 12.7

35 12.35

33.6 12.6

15.3 16.91 510

17.81 16.4

17.39 16.2

14.3 17.12

13.8 17.1

16.61 16.51
18.7 16.39

17.72 16.1

18.2 16

17.24 16.19

20.15 15.6

21.2 15.31

16.32 16.3

15.85 16.5

22.5 16.12

24.9 16

23.7 15.75

24.31 15.6

19.1 15.3

22.1 15.23

23.4 14.93

18.15 15.95

17.4 16.1

33.7 15.8

26.7 15.65

25.6 15.45

26.35 15.33

21.65 14.91

24.22 14.9
 25 14.39

20.2 15.05

19.1 15.7

34.33 15.52

27.32 15.33

26.2 15.17

27.25 15

15.25 16.96

20.1 15.95

20.87 15.7

14.35 17.2

13.71 17.25

20.7 16.27

22.8 16.2

21.04 15.87

22.36 15.8

15.35 16.93

20.85 15.4

21.53 15.13

14.45 17.24

13.9 17.3

22.2 15.97

24.15 15.95
22.5 15.6

23.91 15.5

15.4 16.87

22.7 15.12

23.54 14.83

14.5 17.15

14.03 17.19

23.15 15.62

25.2 15.67

23.4 15.32

24.81 15.25

1.85

aumenta aumenta aumenta

aumenta aumenta aumenta

aumenta aumenta aumenta

1.8

aumenta aumenta aumenta

aumenta aumenta aumenta

aumenta aumenta aumenta

28 1.47
 28.6 1.68

disminuye disminuye aumento aumento

disminuye disminuye aumento aumento

disminuye disminuye aumento aumento

disminuye disminuye aumento aumento

16 1.54 aumento aumento

19.8 16.57 Kn/m3 2.3 162.3 kPa

disminuye aumenta 3.2 aumento

disminuye aumenta 3.9 aumento

disminuye aumenta 5.6 aumento

disminuye 17.5 5.2 aumento

disminuye aumenta aumento

18 1.645 1.75

14.8 1.75 3.49

12.7 1.78 3.96

10.8 1.994 5.41

18 1.5 3.96

14.4 1.74

17.8 1.76

18.5 1.74
15.8 1.78 3.5

13.69 17.95 kN/m3

11.68 16.86

11.64 16.24

11.78 16.68

11.88 16.24

11.21 17.1

11.62 16.68

11.72 16.84

11.8 16.2

14.22 16.48

14.21 15.22

13.62 15.68

12.88 15.62

14.1 16.68

14 15.2

13.48 15.98

12.64 15.82

13.3 1940 kg/m3 4.3

 1970 6.5

1990 8.5

2000 9.7

1990 8.4

2000 10.1

2000 9.7

2020 11.3

14.1 1930 3.8

1940 4.8

1960 7.3

2010 11.2

1960 7.2

1980 9.6

1990 8.4

2000 11.5

12.4 1950 5.9

1950 7.9

1960 9

1980 10

1980 9.2

1990 9.6

1990 9.7

2010 10.9
12.9 1880 7.4

1950 8.6

1970 9.5

1990 10

1980 9.5

1990 10.3

1990 9.8

2010 11.3

13.5 1940 4.8

1960 7.3

1970 8.3

2010 9.7

1990 8.8

2000 9.7

2000 9.6

2010 10.6

12.2 1940 3.9

1960 5.5

1980 7.2

1990 9.7

1990 8

2000 9.8

2000 9.8
 2010 11.2

16.3 1.808 25.3

16.1 1.849 132

15.5 1.853 103.2

15.5 1.886 118.6

10.3 2.009 89.1

11.2 2.025 164.5

12.2 1.975 162.6

11.5 1.996 112.5

15 18.6 kN/m3

aumento aumento

aumento aumento

aumento aumento

aumento aumento

aumento aumento

aumento aumento

aumento aumento

aumento aumento

aumento aumento

aumento aumento

aumento aumento

aumento aumento
aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

aumento disminuye aumento

15.71 18 kN/m3

aumento aumento
aumento aumento
aumento aumento
Informe de compatibilidad para Scopus - Fuentes .xls
Ejecutado el 5/11/2022 19:28

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