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Astm

The document describes the Geotechnical Engineering Laboratories located at the University of Engineering & Technology in Lahore, Pakistan. The objectives of the lab are to provide geotechnical testing facilities for undergraduate and graduate courses, support research, and provide consultancy services. The lab has various equipment for testing soils and is overseen by a director and staff. It supports courses in geotechnical engineering that involve experiments and tests on soils. Research projects conducted in the lab include soil stabilization and in-situ testing methods.

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Qaiser Khan
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215 views6 pages

Astm

The document describes the Geotechnical Engineering Laboratories located at the University of Engineering & Technology in Lahore, Pakistan. The objectives of the lab are to provide geotechnical testing facilities for undergraduate and graduate courses, support research, and provide consultancy services. The lab has various equipment for testing soils and is overseen by a director and staff. It supports courses in geotechnical engineering that involve experiments and tests on soils. Research projects conducted in the lab include soil stabilization and in-situ testing methods.

Uploaded by

Qaiser Khan
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as PDF, TXT or read online on Scribd
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GEOTECHNICAL ENGINEERING LABORATORIES

VENUE
Ground Floor, Civil Engineering Department
University of Engineering & Technology, Lahore.
Objectives

To provide geotechnical testing facilities for under-graduate and graduate classes


related to their academic courses.
To provide research facilities for post graduate scholars.
To provide geotechnical testing and consultancy services to construction industry.

Laboratory Administration:
Head, Geotech. & Transportation Engineering Division

Prof. Dr. Aziz Akbar

Laboratory Director:

Prof. Dr Khalid Farooq

Laboratory Dy. Director

Engr. Hassan M. Shahzad

Lab. Staff:
1.
2.
3.
4.
5.

Mr. Aslam Fareed


Mr. M. Shoaib
Mr. Saeed Akhtar
Mr. M. Sadiq
Mr. Ansar Abbas

Laboratory Equipments Available:

Sieve sets and shakers


Direst shear test machines
Triaxial test machines
Unconfined compression test machines
SPT
Plate Load Test
Automatic Compactor
Relative Density Test
Field Density
CBR Testing machines
Specific Gravity
Hydrometer

(Supervisor)
(Lab Assistant)
(Lab Assistant)
(Lab Attendant)
(Lab Attendant )

Atterberg Limits
Consolidometers,
Permeameters
Dilatometer
Pressuremeter

Lab Softwares
DS6
Picolog
Courses Related to the Laboratory

Geotechnical Engineering-I
Geotechnical Engineering-II
Pavement and Foundation

List of Experiments

Geotechnical Engineering-I

Determination of Moisture content


o By oven dry method (ASTM D 2216)
o By speedy moisture meter (ASTM D 4944)
Determination of specific gravity of soils (ASTM D 854)
Grain size analysis of soil (ASTM D 422)
o Sieve analysis
o Hydrometer analysis
Determination of Atterbergs Limit
o Liquid limit
o Plastic Limit
o Shrinkage Limit
Determination of field density of soil
o Core cutter method (ASTM D 2937)
o Sand replacement method (ASTM D 4914)
Performance of Compaction Test
o Standard AASHTO method (ASTM D 698)
o Modified AASHTO method (ASTM D 1557)
Performance of consolidation test on soil sample (ASTM D 2435)
Performance of Permeability test on soil samples (ASTM D 2434)
o Constant head permeameter
o Falling head permeameter

Geotechnical Engineering-II

Calibration of speedy moisture meter (ASTM D 4944)


Performance of Index Density test and Unit weight of granular soils (ASTM D
4253 & 4254)
Performance of Direct shear test (ASTM D 3080)
Unconfined Compressive Strength of cohesive soils (ASTM D 2166)
Performance of triaxial compression test (ASTM D 2850)
Effect of cement stabilization on compressive strength of soil
Performance of standard penetration test (ASTM D 1586)

Pavement & Foundations

Calibration of Pressure Transducer and Displacement Transducer


Demonstration of Pressuremeter (PMT)
Demonstration of Dilatometer (DMT)
Design of flexible pavement by Group Index Method
Design of Flexible pavement by California Bearing Ratio (CBR) method
Design of Rigid pavement by Westerguards method
Demonstration of Benkelman beam

Research Projects:

Stabilization of subgrade soil using Tensar


In-situ testing using Pressuremeter and Dilatometer
Stabilization of expansive soils using different additives

Students at Work

Performing Atterberg Limits Test

Performance of CBR Test

Plate Load Test

Dilatometer Test

Digital Triaxial Testing

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