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This document lists over 30 references related to research on soil liquefaction. The references cover a wide range of topics including effective stress models of liquefaction, three-dimensional liquefaction analysis, dynamic response analysis using effective stress methods, modeling of the liquefaction process, post-liquefaction behavior of sand, and computational models of cyclic mobility. Many of the references are from geotechnical engineering journals and conferences from the 1970s to 2000s.

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Download as PDF, TXT or read online on Scribd
62 views6 pages

Belgel 2

This document lists over 30 references related to research on soil liquefaction. The references cover a wide range of topics including effective stress models of liquefaction, three-dimensional liquefaction analysis, dynamic response analysis using effective stress methods, modeling of the liquefaction process, post-liquefaction behavior of sand, and computational models of cyclic mobility. Many of the references are from geotechnical engineering journals and conferences from the 1970s to 2000s.

Uploaded by

cenk
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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Finn,W.D.L. [1977]. “An effective stress model for liquefaction”. JGeotech Engng Div, ASCE, Vol., 6, pp.

,
517– 33. Fukutake, K., Ohtsuki, A. [1995]. “Three-dimensional liquefaction analysis of partially
improved ground”. Proceedings of the First International Conference on Earthquake Geotechnical
Engineering. Japan; p. 863–68. Gazetas, g. [1990],”Foundation vibrations”, Foundation Engineering
Handbook, H-Y.Fang, second Edition, chaprter 15 Ishihara, K. [1993].”Liquefaction and flow failure
during earthquakes”. Geotechnique ; 43(3):351–415. Ishihara, K., I. Towhata [1982]. “Dynamic
response analysis of level ground based on the effective stress method”. In: Pande GN, Zienkiewicz
OC, editors. Soil mechanics— transient and cyclic loads. New York: Wiley; Chapter 7. Itasca [2000].
FLAC, version 4.0. Itasca Consulting Group Inc., Minneapolis. Zhaohui Yang, A.M.ASCE; Ahmed
Elgamal, M.ASCE; and Ender ParraComputational Model for Cyclic Mobility and Associated Shear
Deformation. Kagawa, T., L.M. Kraft, [1981]. “Modeling the liquefaction process”. J Geotech Engng Div,
ASCE; 107(GT12) pp., 1593– 607. Kiku, H., S. Tsujino [1996]. “Post liquefaction characteristics of
sand”.Proceedings of the 11th World Conference on Earthquake Engineering; Paper No. 1088. Martin,
G. R. [1975]. “Fundamentals of Liquefaction Under Cyclic Loading,”J. Geotech., Div. ASCE, 101(GT5),
pp., 423- 438. Muraleetharan, K.K. [1994]. “A fully-coupled nonlinear dynamic analysis procedure and
its verification using centrifuge test results”. Int J Numer Anal Meth Geomech, Vol., 18, pp., 305–24.
Pastor, M. [1990].”Generalized plasticity and the modeling of soil behavior”. Int J Number Anal Meth
Geomech, Vol., 14 pp., 90-151. Prevost JH. [1985].”A simple plasticity theory for frictional
coheshionless soils”. Soil Dynamic Earthquake Engng, Vol., 4, pp. 9–17. Seed, H.B. [1976]. “Pore-water
pressure changes during soil liquefaction”. J Geotech Engng Div, ASCE ;102(GT4), pp, 323–46. Sheriff,
M.A. [1978]. “Pore pressure prediction during earthquake loadings”. Soils Foundations, JSSMFE; Vol.,
4, pp. 19–30. Wang ZL., Y.F. Dafalias and E.K. Shen[1990], “Bounding surface hypoplasticity model for
sand” J Engng Mech ASCE, Vol., 5, pp. 983–1001Finn,W.D.L. [1977]. “An effective stress model for
liquefaction”. JGeotech Engng Div, ASCE, Vol., 6, pp., 517– 33. Fukutake, K., Ohtsuki, A. [1995].
“Three-dimensional liquefaction analysis of partially improved ground”. Proceedings of the First
International Conference on Earthquake Geotechnical Engineering. Japan; p. 863–68. Gazetas, g.
[1990],”Foundation vibrations”, Foundation Engineering Handbook, H-Y.Fang, second Edition,
chaprter 15 Ishihara, K. [1993].”Liquefaction and flow failure during earthquakes”. Geotechnique ;
43(3):351–415. Ishihara, K., I. Towhata [1982]. “Dynamic response analysis of level ground based on
the effective stress method”. In: Pande GN, Zienkiewicz OC, editors. Soil mechanics— transient and
cyclic loads. New York: Wiley; Chapter 7. Itasca [2000]. FLAC, version 4.0. Itasca Consulting Group Inc.,
Minneapolis. Zhaohui Yang, A.M.ASCE; Ahmed Elgamal, M.ASCE; and Ender ParraComputational
Model for Cyclic Mobility and Associated Shear Deformation. Kagawa, T., L.M. Kraft, [1981].
“Modeling the liquefaction process”. J Geotech Engng Div, ASCE; 107(GT12) pp., 1593– 607. Kiku, H.,
S. Tsujino [1996]. “Post liquefaction characteristics of sand”.Proceedings of the 11th World
Conference on Earthquake Engineering; Paper No. 1088. Martin, G. R. [1975]. “Fundamentals of
Liquefaction Under Cyclic Loading,”J. Geotech., Div. ASCE, 101(GT5), pp., 423- 438. Muraleetharan,
K.K. [1994]. “A fully-coupled nonlinear dynamic analysis procedure and its verification using
centrifuge test results”. Int J Numer Anal Meth Geomech, Vol., 18, pp., 305–24. Pastor, M.
[1990].”Generalized plasticity and the modeling of soil behavior”. Int J Number Anal Meth Geomech,
Vol., 14 pp., 90-151. Prevost JH. [1985].”A simple plasticity theory for frictional coheshionless soils”.
Soil Dynamic Earthquake Engng, Vol., 4, pp. 9–17. Seed, H.B. [1976]. “Pore-water pressure changes
during soil liquefaction”. J Geotech Engng Div, ASCE ;102(GT4), pp, 323–46. Sheriff, M.A. [1978]. “Pore
pressure prediction during earthquake loadings”. Soils Foundations, JSSMFE; Vol., 4, pp. 19–30. Wang
ZL., Y.F. Dafalias and E.K. Shen[1990], “Bounding surface hypoplasticity model for sand” J Engng Mech
ASCE, Vol., 5, pp. 983–1001Finn,W.D.L. [1977]. “An effective stress model for liquefaction”. JGeotech
Engng Div, ASCE, Vol., 6, pp., 517– 33. Fukutake, K., Ohtsuki, A. [1995]. “Three-dimensional
liquefaction analysis of partially improved ground”. Proceedings of the First International Conference
on Earthquake Geotechnical Engineering. Japan; p. 863–68. Gazetas, g. [1990],”Foundation
vibrations”, Foundation Engineering Handbook, H-Y.Fang, second Edition, chaprter 15 Ishihara, K.
[1993].”Liquefaction and flow failure during earthquakes”. Geotechnique ; 43(3):351–415. Ishihara,
K., I. Towhata [1982]. “Dynamic response analysis of level ground based on the effective stress
method”. In: Pande GN, Zienkiewicz OC, editors. Soil mechanics— transient and cyclic loads. New
York: Wiley; Chapter 7. Itasca [2000]. FLAC, version 4.0. Itasca Consulting Group Inc., Minneapolis.
Zhaohui Yang, A.M.ASCE; Ahmed Elgamal, M.ASCE; and Ender ParraComputational Model for Cyclic
Mobility and Associated Shear Deformation. Kagawa, T., L.M. Kraft, [1981]. “Modeling the liquefaction
process”. J Geotech Engng Div, ASCE; 107(GT12) pp., 1593– 607. Kiku, H., S. Tsujino [1996]. “Post
liquefaction characteristics of sand”.Proceedings of the 11th World Conference on Earthquake
Engineering; Paper No. 1088. Martin, G. R. [1975]. “Fundamentals of Liquefaction Under Cyclic
Loading,”J. Geotech., Div. ASCE, 101(GT5), pp., 423- 438. Muraleetharan, K.K. [1994]. “A fully-coupled
nonlinear dynamic analysis procedure and its verification using centrifuge test results”. Int J Numer
Anal Meth Geomech, Vol., 18, pp., 305–24. Pastor, M. [1990].”Generalized plasticity and the modeling
of soil behavior”. Int J Number Anal Meth Geomech, Vol., 14 pp., 90-151. Prevost JH. [1985].”A simple
plasticity theory for frictional coheshionless soils”. Soil Dynamic Earthquake Engng, Vol., 4, pp. 9–17.
Seed, H.B. [1976]. “Pore-water pressure changes during soil liquefaction”. J Geotech Engng Div, ASCE
;102(GT4), pp, 323–46. Sheriff, M.A. [1978]. “Pore pressure prediction during earthquake loadings”.
Soils Foundations, JSSMFE; Vol., 4, pp. 19–30. Wang ZL., Y.F. Dafalias and E.K. Shen[1990], “Bounding
surface hypoplasticity model for sand” J Engng Mech ASCE, Vol., 5, pp. 983–1001Finn,W.D.L. [1977].
“An effective stress model for liquefaction”. JGeotech Engng Div, ASCE, Vol., 6, pp., 517– 33. Fukutake,
K., Ohtsuki, A. [1995]. “Three-dimensional liquefaction analysis of partially improved ground”.
Proceedings of the First International Conference on Earthquake Geotechnical Engineering. Japan; p.
863–68. Gazetas, g. [1990],”Foundation vibrations”, Foundation Engineering Handbook, H-Y.Fang,
second Edition, chaprter 15 Ishihara, K. [1993].”Liquefaction and flow failure during earthquakes”.
Geotechnique ; 43(3):351–415. Ishihara, K., I. Towhata [1982]. “Dynamic response analysis of level
ground based on the effective stress method”. In: Pande GN, Zienkiewicz OC, editors. Soil
mechanics— transient and cyclic loads. New York: Wiley; Chapter 7. Itasca [2000]. FLAC, version 4.0.
Itasca Consulting Group Inc., Minneapolis. Zhaohui Yang, A.M.ASCE; Ahmed Elgamal, M.ASCE; and
Ender ParraComputational Model for Cyclic Mobility and Associated Shear Deformation. Kagawa, T.,
L.M. Kraft, [1981]. “Modeling the liquefaction process”. J Geotech Engng Div, ASCE; 107(GT12) pp.,
1593– 607. Kiku, H., S. Tsujino [1996]. “Post liquefaction characteristics of sand”.Proceedings of the
11th World Conference on Earthquake Engineering; Paper No. 1088. Martin, G. R. [1975].
“Fundamentals of Liquefaction Under Cyclic Loading,”J. Geotech., Div. ASCE, 101(GT5), pp., 423- 438.
Muraleetharan, K.K. [1994]. “A fully-coupled nonlinear dynamic analysis procedure and its verification
using centrifuge test results”. Int J Numer Anal Meth Geomech, Vol., 18, pp., 305–24. Pastor, M.
[1990].”Generalized plasticity and the modeling of soil behavior”. Int J Number Anal Meth Geomech,
Vol., 14 pp., 90-151. Prevost JH. [1985].”A simple plasticity theory for frictional coheshionless soils”.
Soil Dynamic Earthquake Engng, Vol., 4, pp. 9–17. Seed, H.B. [1976]. “Pore-water pressure changes
during soil liquefaction”. J Geotech Engng Div, ASCE ;102(GT4), pp, 323–46. Sheriff, M.A. [1978]. “Pore
pressure prediction during earthquake loadings”. Soils Foundations, JSSMFE; Vol., 4, pp. 19–30. Wang
ZL., Y.F. Dafalias and E.K. Shen[1990], “Bounding surface hypoplasticity model for sand” J Engng Mech
ASCE, Vol., 5, pp. 983–1001Finn,W.D.L. [1977]. “An effective stress model for liquefaction”. JGeotech
Engng Div, ASCE, Vol., 6, pp., 517– 33. Fukutake, K., Ohtsuki, A. [1995]. “Three-dimensional
liquefaction analysis of partially improved ground”. Proceedings of the First International Conference
on Earthquake Geotechnical Engineering. Japan; p. 863–68. Gazetas, g. [1990],”Foundation
vibrations”, Foundation Engineering Handbook, H-Y.Fang, second Edition, chaprter 15 Ishihara, K.
[1993].”Liquefaction and flow failure during earthquakes”. Geotechnique ; 43(3):351–415. Ishihara,
K., I. Towhata [1982]. “Dynamic response analysis of level ground based on the effective stress
method”. In: Pande GN, Zienkiewicz OC, editors. Soil mechanics— transient and cyclic loads. New
York: Wiley; Chapter 7. Itasca [2000]. FLAC, version 4.0. Itasca Consulting Group Inc., Minneapolis.
Zhaohui Yang, A.M.ASCE; Ahmed Elgamal, M.ASCE; and Ender ParraComputational Model for Cyclic
Mobility and Associated Shear Deformation. Kagawa, T., L.M. Kraft, [1981]. “Modeling the liquefaction
process”. J Geotech Engng Div, ASCE; 107(GT12) pp., 1593– 607. Kiku, H., S. Tsujino [1996]. “Post
liquefaction characteristics of sand”.Proceedings of the 11th World Conference on Earthquake
Engineering; Paper No. 1088. Martin, G. R. [1975]. “Fundamentals of Liquefaction Under Cyclic
Loading,”J. Geotech., Div. ASCE, 101(GT5), pp., 423- 438. Muraleetharan, K.K. [1994]. “A fully-coupled
nonlinear dynamic analysis procedure and its verification using centrifuge test results”. Int J Numer
Anal Meth Geomech, Vol., 18, pp., 305–24. Pastor, M. [1990].”Generalized plasticity and the modeling
of soil behavior”. Int J Number Anal Meth Geomech, Vol., 14 pp., 90-151. Prevost JH. [1985].”A simple
plasticity theory for frictional coheshionless soils”. Soil Dynamic Earthquake Engng, Vol., 4, pp. 9–17.
Seed, H.B. [1976]. “Pore-water pressure changes during soil liquefaction”. J Geotech Engng Div, ASCE
;102(GT4), pp, 323–46. Sheriff, M.A. [1978]. “Pore pressure prediction during earthquake loadings”.
Soils Foundations, JSSMFE; Vol., 4, pp. 19–30. Wang ZL., Y.F. Dafalias and E.K. Shen[1990], “Bounding
surface hypoplasticity model for sand” J Engng Mech ASCE, Vol., 5, pp. 983–1001Finn,W.D.L. [1977].
“An effective stress model for liquefaction”. JGeotech Engng Div, ASCE, Vol., 6, pp., 517– 33. Fukutake,
K., Ohtsuki, A. [1995]. “Three-dimensional liquefaction analysis of partially improved ground”.
Proceedings of the First International Conference on Earthquake Geotechnical Engineering. Japan; p.
863–68. Gazetas, g. [1990],”Foundation vibrations”, Foundation Engineering Handbook, H-Y.Fang,
second Edition, chaprter 15 Ishihara, K. [1993].”Liquefaction and flow failure during earthquakes”.
Geotechnique ; 43(3):351–415. Ishihara, K., I. Towhata [1982]. “Dynamic response analysis of level
ground based on the effective stress method”. In: Pande GN, Zienkiewicz OC, editors. Soil
mechanics— transient and cyclic loads. New York: Wiley; Chapter 7. Itasca [2000]. FLAC, version 4.0.
Itasca Consulting Group Inc., Minneapolis. Zhaohui Yang, A.M.ASCE; Ahmed Elgamal, M.ASCE; and
Ender ParraComputational Model for Cyclic Mobility and Associated Shear Deformation. Kagawa, T.,
L.M. Kraft, [1981]. “Modeling the liquefaction process”. J Geotech Engng Div, ASCE; 107(GT12) pp.,
1593– 607. Kiku, H., S. Tsujino [1996]. “Post liquefaction characteristics of sand”.Proceedings of the
11th World Conference on Earthquake Engineering; Paper No. 1088. Martin, G. R. [1975].
“Fundamentals of Liquefaction Under Cyclic Loading,”J. Geotech., Div. ASCE, 101(GT5), pp., 423- 438.
Muraleetharan, K.K. [1994]. “A fully-coupled nonlinear dynamic analysis procedure and its verification
using centrifuge test results”. Int J Numer Anal Meth Geomech, Vol., 18, pp., 305–24. Pastor, M.
[1990].”Generalized plasticity and the modeling of soil behavior”. Int J Number Anal Meth Geomech,
Vol., 14 pp., 90-151. Prevost JH. [1985].”A simple plasticity theory for frictional coheshionless soils”.
Soil Dynamic Earthquake Engng, Vol., 4, pp. 9–17. Seed, H.B. [1976]. “Pore-water pressure changes
during soil liquefaction”. J Geotech Engng Div, ASCE ;102(GT4), pp, 323–46. Sheriff, M.A. [1978]. “Pore
pressure prediction during earthquake loadings”. Soils Foundations, JSSMFE; Vol., 4, pp. 19–30. Wang
ZL., Y.F. Dafalias and E.K. Shen[1990], “Bounding surface hypoplasticity model for sand” J Engng Mech
ASCE, Vol., 5, pp. 983–1001Finn,W.D.L. [1977]. “An effective stress model for liquefaction”. JGeotech
Engng Div, ASCE, Vol., 6, pp., 517– 33. Fukutake, K., Ohtsuki, A. [1995]. “Three-dimensional
liquefaction analysis of partially improved ground”. Proceedings of the First International Conference
on Earthquake Geotechnical Engineering. Japan; p. 863–68. Gazetas, g. [1990],”Foundation
vibrations”, Foundation Engineering Handbook, H-Y.Fang, second Edition, chaprter 15 Ishihara, K.
[1993].”Liquefaction and flow failure during earthquakes”. Geotechnique ; 43(3):351–415. Ishihara,
K., I. Towhata [1982]. “Dynamic response analysis of level ground based on the effective stress
method”. In: Pande GN, Zienkiewicz OC, editors. Soil mechanics— transient and cyclic loads. New
York: Wiley; Chapter 7. Itasca [2000]. FLAC, version 4.0. Itasca Consulting Group Inc., Minneapolis.
Zhaohui Yang, A.M.ASCE; Ahmed Elgamal, M.ASCE; and Ender ParraComputational Model for Cyclic
Mobility and Associated Shear Deformation. Kagawa, T., L.M. Kraft, [1981]. “Modeling the liquefaction
process”. J Geotech Engng Div, ASCE; 107(GT12) pp., 1593– 607. Kiku, H., S. Tsujino [1996]. “Post
liquefaction characteristics of sand”.Proceedings of the 11th World Conference on Earthquake
Engineering; Paper No. 1088. Martin, G. R. [1975]. “Fundamentals of Liquefaction Under Cyclic
Loading,”J. Geotech., Div. ASCE, 101(GT5), pp., 423- 438. Muraleetharan, K.K. [1994]. “A fully-coupled
nonlinear dynamic analysis procedure and its verification using centrifuge test results”. Int J Numer
Anal Meth Geomech, Vol., 18, pp., 305–24. Pastor, M. [1990].”Generalized plasticity and the modeling
of soil behavior”. Int J Number Anal Meth Geomech, Vol., 14 pp., 90-151. Prevost JH. [1985].”A simple
plasticity theory for frictional coheshionless soils”. Soil Dynamic Earthquake Engng, Vol., 4, pp. 9–17.
Seed, H.B. [1976]. “Pore-water pressure changes during soil liquefaction”. J Geotech Engng Div, ASCE
;102(GT4), pp, 323–46. Sheriff, M.A. [1978]. “Pore pressure prediction during earthquake loadings”.
Soils Foundations, JSSMFE; Vol., 4, pp. 19–30. Wang ZL., Y.F. Dafalias and E.K. Shen[1990], “Bounding
surface hypoplasticity model for sand” J Engng Mech ASCE, Vol., 5, pp. 983–1001Finn,W.D.L. [1977].
“An effective stress model for liquefaction”. JGeotech Engng Div, ASCE, Vol., 6, pp., 517– 33. Fukutake,
K., Ohtsuki, A. [1995]. “Three-dimensional liquefaction analysis of partially improved ground”.
Proceedings of the First International Conference on Earthquake Geotechnical Engineering. Japan; p.
863–68. Gazetas, g. [1990],”Foundation vibrations”, Foundation Engineering Handbook, H-Y.Fang,
second Edition, chaprter 15 Ishihara, K. [1993].”Liquefaction and flow failure during earthquakes”.
Geotechnique ; 43(3):351–415. Ishihara, K., I. Towhata [1982]. “Dynamic response analysis of level
ground based on the effective stress method”. In: Pande GN, Zienkiewicz OC, editors. Soil
mechanics— transient and cyclic loads. New York: Wiley; Chapter 7. Itasca [2000]. FLAC, version 4.0.
Itasca Consulting Group Inc., Minneapolis. Zhaohui Yang, A.M.ASCE; Ahmed Elgamal, M.ASCE; and
Ender ParraComputational Model for Cyclic Mobility and Associated Shear Deformation. Kagawa, T.,
L.M. Kraft, [1981]. “Modeling the liquefaction process”. J Geotech Engng Div, ASCE; 107(GT12) pp.,
1593– 607. Kiku, H., S. Tsujino [1996]. “Post liquefaction characteristics of sand”.Proceedings of the
11th World Conference on Earthquake Engineering; Paper No. 1088. Martin, G. R. [1975].
“Fundamentals of Liquefaction Under Cyclic Loading,”J. Geotech., Div. ASCE, 101(GT5), pp., 423- 438.
Muraleetharan, K.K. [1994]. “A fully-coupled nonlinear dynamic analysis procedure and its verification
using centrifuge test results”. Int J Numer Anal Meth Geomech, Vol., 18, pp., 305–24. Pastor, M.
[1990].”Generalized plasticity and the modeling of soil behavior”. Int J Number Anal Meth Geomech,
Vol., 14 pp., 90-151. Prevost JH. [1985].”A simple plasticity theory for frictional coheshionless soils”.
Soil Dynamic Earthquake Engng, Vol., 4, pp. 9–17. Seed, H.B. [1976]. “Pore-water pressure changes
during soil liquefaction”. J Geotech Engng Div, ASCE ;102(GT4), pp, 323–46. Sheriff, M.A. [1978]. “Pore
pressure prediction during earthquake loadings”. Soils Foundations, JSSMFE; Vol., 4, pp. 19–30. Wang
ZL., Y.F. Dafalias and E.K. Shen[1990], “Bounding surface hypoplasticity model for sand” J Engng Mech
ASCE, Vol., 5, pp. 983–1001Finn,W.D.L. [1977]. “An effective stress model for liquefaction”. JGeotech
Engng Div, ASCE, Vol., 6, pp., 517– 33. Fukutake, K., Ohtsuki, A. [1995]. “Three-dimensional
liquefaction analysis of partially improved ground”. Proceedings of the First International Conference
on Earthquake Geotechnical Engineering. Japan; p. 863–68. Gazetas, g. [1990],”Foundation
vibrations”, Foundation Engineering Handbook, H-Y.Fang, second Edition, chaprter 15 Ishihara, K.
[1993].”Liquefaction and flow failure during earthquakes”. Geotechnique ; 43(3):351–415. Ishihara,
K., I. Towhata [1982]. “Dynamic response analysis of level ground based on the effective stress
method”. In: Pande GN, Zienkiewicz OC, editors. Soil mechanics— transient and cyclic loads. New
York: Wiley; Chapter 7. Itasca [2000]. FLAC, version 4.0. Itasca Consulting Group Inc., Minneapolis.
Zhaohui Yang, A.M.ASCE; Ahmed Elgamal, M.ASCE; and Ender ParraComputational Model for Cyclic
Mobility and Associated Shear Deformation. Kagawa, T., L.M. Kraft, [1981]. “Modeling the liquefaction
process”. J Geotech Engng Div, ASCE; 107(GT12) pp., 1593– 607. Kiku, H., S. Tsujino [1996]. “Post
liquefaction characteristics of sand”.Proceedings of the 11th World Conference on Earthquake
Engineering; Paper No. 1088. Martin, G. R. [1975]. “Fundamentals of Liquefaction Under Cyclic
Loading,”J. Geotech., Div. ASCE, 101(GT5), pp., 423- 438. Muraleetharan, K.K. [1994]. “A fully-coupled
nonlinear dynamic analysis procedure and its verification using centrifuge test results”. Int J Numer
Anal Meth Geomech, Vol., 18, pp., 305–24. Pastor, M. [1990].”Generalized plasticity and the modeling
of soil behavior”. Int J Number Anal Meth Geomech, Vol., 14 pp., 90-151. Prevost JH. [1985].”A simple
plasticity theory for frictional coheshionless soils”. Soil Dynamic Earthquake Engng, Vol., 4, pp. 9–17.
Seed, H.B. [1976]. “Pore-water pressure changes during soil liquefaction”. J Geotech Engng Div, ASCE
;102(GT4), pp, 323–46. Sheriff, M.A. [1978]. “Pore pressure prediction during earthquake loadings”.
Soils Foundations, JSSMFE; Vol., 4, pp. 19–30. Wang ZL., Y.F. Dafalias and E.K. Shen[1990], “Bounding
surface hypoplasticity model for sand” J Engng Mech ASCE, Vol., 5, pp. 983–1001Finn,W.D.L. [1977].
“An effective stress model for liquefaction”. JGeotech Engng Div, ASCE, Vol., 6, pp., 517– 33. Fukutake,
K., Ohtsuki, A. [1995]. “Three-dimensional liquefaction analysis of partially improved ground”.
Proceedings of the First International Conference on Earthquake Geotechnical Engineering. Japan; p.
863–68. Gazetas, g. [1990],”Foundation vibrations”, Foundation Engineering Handbook, H-Y.Fang,
second Edition, chaprter 15 Ishihara, K. [1993].”Liquefaction and flow failure during earthquakes”.
Geotechnique ; 43(3):351–415. Ishihara, K., I. Towhata [1982]. “Dynamic response analysis of level
ground based on the effective stress method”. In: Pande GN, Zienkiewicz OC, editors. Soil
mechanics— transient and cyclic loads. New York: Wiley; Chapter 7. Itasca [2000]. FLAC, version 4.0.
Itasca Consulting Group Inc., Minneapolis. Zhaohui Yang, A.M.ASCE; Ahmed Elgamal, M.ASCE; and
Ender ParraComputational Model for Cyclic Mobility and Associated Shear Deformation. Kagawa, T.,
L.M. Kraft, [1981]. “Modeling the liquefaction process”. J Geotech Engng Div, ASCE; 107(GT12) pp.,
1593– 607. Kiku, H., S. Tsujino [1996]. “Post liquefaction characteristics of sand”.Proceedings of the
11th World Conference on Earthquake Engineering; Paper No. 1088. Martin, G. R. [1975].
“Fundamentals of Liquefaction Under Cyclic Loading,”J. Geotech., Div. ASCE, 101(GT5), pp., 423- 438.
Muraleetharan, K.K. [1994]. “A fully-coupled nonlinear dynamic analysis procedure and its verification
using centrifuge test results”. Int J Numer Anal Meth Geomech, Vol., 18, pp., 305–24. Pastor, M.
[1990].”Generalized plasticity and the modeling of soil behavior”. Int J Number Anal Meth Geomech,
Vol., 14 pp., 90-151. Prevost JH. [1985].”A simple plasticity theory for frictional coheshionless soils”.
Soil Dynamic Earthquake Engng, Vol., 4, pp. 9–17. Seed, H.B. [1976]. “Pore-water pressure changes
during soil liquefaction”. J Geotech Engng Div, ASCE ;102(GT4), pp, 323–46. Sheriff, M.A. [1978]. “Pore
pressure prediction during earthquake loadings”. Soils Foundations, JSSMFE; Vol., 4, pp. 19–30. Wang
ZL., Y.F. Dafalias and E.K. Shen[1990], “Bounding surface hypoplasticity model for sand” J Engng Mech
ASCE, Vol., 5, pp. 983–1001Finn,W.D.L. [1977]. “An effective stress model for liquefaction”. JGeotech
Engng Div, ASCE, Vol., 6, pp., 517– 33. Fukutake, K., Ohtsuki, A. [1995]. “Three-dimensional
liquefaction analysis of partially improved ground”. Proceedings of the First International Conference
on Earthquake Geotechnical Engineering. Japan; p. 863–68. Gazetas, g. [1990],”Foundation
vibrations”, Foundation Engineering Handbook, H-Y.Fang, second Edition, chaprter 15 Ishihara, K.
[1993].”Liquefaction and flow failure during earthquakes”. Geotechnique ; 43(3):351–415. Ishihara,
K., I. Towhata [1982]. “Dynamic response analysis of level ground based on the effective stress
method”. In: Pande GN, Zienkiewicz OC, editors. Soil mechanics— transient and cyclic loads. New
York: Wiley; Chapter 7. Itasca [2000]. FLAC, version 4.0. Itasca Consulting Group Inc., Minneapolis.
Zhaohui Yang, A.M.ASCE; Ahmed Elgamal, M.ASCE; and Ender ParraComputational Model for Cyclic
Mobility and Associated Shear Deformation. Kagawa, T., L.M. Kraft, [1981]. “Modeling the liquefaction
process”. J Geotech Engng Div, ASCE; 107(Itasca [2000]. FLAC, version 4.0. Itasca Consulting Group
Inc., Minneapolis. Zhaohui Yang, A.M.ASCE; Ahmed Elgamal, M.ASCE; and Ender ParraComputational
Model for Cyclic Mobility and Associated Shear Deformation. Kagawa, T., L.M. Kraft, [1981].
“Modeling the liquefaction process”. J Geotech Engng Div, ASCE; 107(GT12) pp., 1593– 607. Kiku, H.,
S. Tsujino [1996]. “Post liquefaction characteristics of sand”.Proceedings of the 11th World
Conference on Earthquake Engineering; Paper No. 1088. Martin, G. R. [1975]. “Fundamentals of
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