Consistency Limits: Liquid and Plastic Limits of a Soil
CEE 142 Lab #1
Experiment Specifications:
ASTM D4318: Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of
Soils
Prepared for:
Ehsan Ghazanfari
Conducted in:
Lehigh Universi
CEE 142 Lab Final Exam
Fall 2010
Name:_
CEE 142 Lab Final Exam
December 8th, 2010
Professor: Sibel Pamukcu
TA: Ehsan Ghazanfari
Instructions: Open Textbook, Lab Textbook & Lab Notes
60 Minute Time Limit
Problem No.
Maximum points
Problem 1
12
Problem 2
17
CE 142 Laboratory Final Exam
Page 1 of 13
Name:
CE 142 LABORATORY FINAL EXAM
DECEMBER 5, 2007
PROFESSOR PAMUKCU
TAs: TOM WATERS, HOLLY KOKSTEIN
Question
1
2
3
4
5
6
Total
Points
Points Possible
20
15
15
16
17
17
Instructions: Open lab materials (i.e. note
Soil Mechanics
CE 142
Mid-Term Exam # 1
Fall 2007
September 19, 2007
NAME:
So L()\tolt'J
Dr. Sibel Pamukcu
This is a open book exam
Duration 50 min
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SHOW ALL YOUR WORK !
Good Luck.
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PROBLEM 1. (25 POINTS)
A soil sample has the following pr
Reviewsession12/08/2012
CEE142
Question1
ForasoilelementshowninFigure1belowdeterminethefollowing
(a) Maximumandminimumprinciplestresses
(b) Normalandshearstresses
Usethepolemethod
75kN/ m 2
30kN/ m 2
A
B
50kN / m 2
30kN/ m 2
40
Figure1 Stressinasoilmass
A
Liquid and Plastic Limit Testing
CEE 142: Lab#1
Introduction
The main purpose of this laboratory is to examine the effects of water content on
volume change and soil consistency. This can be completed by performing the liquid
limit and plastic limit tests
Unconfined Compressive Strength Test
CEE 142: Lab#6
Introduction
The objective of this experiment is to measure the unconfined compressive strength, qu,
and undrained shear strength of consolidated specimens of cohesive soil. Under the unconfined
compress
One-Dimensional Consolidation Test of Cohesive Soil
CEE 142: Lab#5
Introduction
The purpose of this experiment is to examine the effects of one dimensional consolidation
on the properties of cohesive fine-grained soils, namely how a certain soil sample wi
Measurement of Hydraulic Conductivity of Granular Soils
(Triaxial Permeability)
CEE 142: Lab#4
Introduction
In this lab, the constant head test and the falling head test are used to measure the
hydraulic conductivity, or permeability, of a soil. The perme
Laboratory Soil Compaction
CEE 142: Lab#3
Introduction
The objective of this laboratory is to analyze a fine-grained soil under compaction.
Specifically, compaction tests will be conducted to determine the water content of several
samples, which can be pl
Soil Mechanics
CE 142
Mid-Term Exam # 2
Fall 2007
October 31, 2007
(
)
-A\): ~5
'\
SOL'>
NAME:
0>-'
6.~
. Pe-.
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Dr. Sibel Pamukcu
This is a open book exam
Duration 50 min
SHOW ALL YOUR WORK!
Good Luck.
PROBLEM 1. (25 POINTS)
There is the plan of an L-sh
CEE 142 Lab Final Fall 2009
Name:_
CEE 142 Lab Final
November 30th, 2009
Professor Pamukcu
TA: Mike Franceschina
Instructions: Open Textbook, Lab Textbook & Lab Notes
50 Minute Time Limit
Problem #
Problem 1
Problem 2
Problem 3
Problem 4
Problem 5
Problem
Analysis of Grain Size Distribution
CEE 142 Lab #2
Experiment Specifications:
ASTM D422: Standard Test Method for Particle-Size Analysis of Soils
ASTM D1140: Standard Test Method for Amount of Material in Soils Finer Than the No. 200
(75 m) Sieve
Prepared
Laboratory Soil Compaction
CEE 142 Lab #3
Experiment Specifications:
ASTM D689: Standard Test Method for Laboratory Compaction Characteristics of Soil Using
Standard Effort (12,400 ft-lb/ft3 (600 kN-m/m3)
ASTM D1557: Test Method for Laboratory Compaction
Permeability: Constant and Falling Head Tests
CEE 142 Lab #4
Experiment Specifications:
ASTM D2434: Standard Test Method for Permeability of Granular Soils (Constant Head)
Prepared for:
Ehsan Ghazanfari
Conducted in:
Lehigh University- Fritz Laboratory Ro
Measurement of Hydraulic Conductivity of Fine Grained Soils: Flexible Wall (Triaxial)
Permeability
CEE 142 Lab #5
Experiment Specifications:
ASTM D5084-03: Standard Test Method for Measurement of Hydraulic Conductivity of
Saturated Porous Materials Using
One-Dimensional Consolidation Test of Cohesive Soil
CEE 142 Lab #6
Experiment Specifications:
ASTM D2435: Standard Test Method for One-Dimensional Consolidation Properties of Soils
Prepared for:
Ehsan Ghazanfari
Conducted in:
Lehigh University- Fritz Labo
Triaxial Compression
CEE 142: Lab#7
Introduction
In this experiment, we aimed to analyze a soil sample and determine the shear strength
and friction angle. This was accomplished using a triaxial shear test and is necessary
information in regards to soil w