POST GRADUATE PROGRAMME: 2011 13
. Indian
Institute of
Management Lucknow
QUANTITATIVE ANALYSIS FOR MANAGEMENT
- II
COURSE INSTRUCTOR: GAURAV GARG
End Term Examination
Solution
Maximum Marks: 40
Weight: 40%
Time Allowed: 2 Hrs.
Q.1
ATMs must be stocked wi
NPTEL- Advanced Geotechnical Engineering
Chapter 5
Lecture 29
Consolidation-3
Topics
1.1.6 Standard One-Dimensional Consolidation Test and Interpretation
1.1.7 Preconsolidation pressure.
Compression index
Effect of sample disturbance on the e vs. log cirv
NPTEL- Advanced Geotechnical Engineering
Chapter 5
Lecture 28
Consolidation-2
Topics
1.1.3 Relations of and for Other Forms of Initial Excess Pore Water
Pressure Distribution
1.1.4 Numerical Solution for One-Dimensional Consolidation
Consolidation in a la
NPTEL- Advanced Geotechnical Engineering
Module 5
CONSOLIDATION (Lectures 27 to 34)
Topics
1.1 FUNDAMENTS OF CONSOLIDATION
1.1.1 General Concepts of One-dimensional Consolidation
1.1.2 Theory of One-Dimensional Consolidation
1.1.3 Relations of and for Oth
NPTEL- Advanced Geotechnical Engineering
Chapter 4
Lecture 26
Stresses in Soil Mass - 10
Topics
1.3.12 Hvorslevs Parameters
1.3.13 Creep in Soils
1.3.12 Hvorslevs Parameters
Considering cohesion to be the result of physic-chemical bond forces (thus the in
NPTEL- Advanced Geotechnical Engineering
Chapter 4
PROBLEM
1. The results of a direct shear on a dry sand are as follows: normal stress, 96.6 /2 ; shear stress at
failure, 67.7 /2 . By means of a Mohrs diagram, find the direction and magnitude of the
prin
NPTEL- Advanced Geotechnical Engineering
Chapter 4
REFERENCES
Arman, A., J. K. Poplin, and N. Ahmad, Study of Vane Shear, Proc. Conf. In-Situ Measure. Soil Prop.,
ASCE, vol. 1, pp. 93-120, 1975.
Berger, L., and Gnaedinger, Strength Regain of Clay, Bull, A
NPTEL- Advanced Geotechnical Engineering
Chapter 4
Lecture 21
Stresses in Soil Mass - 5
Topics
1.3 SHEAR STRENGTH OF COHESIVE SOILS
1.3.1 Triaxial Testing in Clays
Consolidated undrained test
1.3
Consolidated drained test
Unconsolidated undrained test
SHE
NPTEL- Advanced Geotechnical Engineering
Chapter 5
Lecture 30
Consolidation-4
Topics
1.1.9 Calculation of coefficient of consolidation from laboratory test results
Logarithm-of-time method
Square-root-of-time method
Sus maximum slope method
Sivaram and Sw
NPTEL- Advanced Geotechnical Engineering
Chapter 5
Lecture 33
Consolidation-7
Topics
1.2 CONSOLIDATON BY SAND DRAINS
1.2.1 Sand Drains
1.2.2 Free-Strain Consolidation with no Smear
1.2.3 Equal-Strain Consolidation with no Smear
1.2 CONSOLIDATON BY SAND DR
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SOIL MECHANICS-I
ClassNotes
Written by;
Students of civil
Engineering
University of Engg. And Technology, Peshawar
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NPTEL- Advanced Geotechnical Engineering
Chapter 6
PROBLEMS
1. An oil-storage tank that that is circular in plan is to be constructed over a layer of sand, as shown in
figure P-1. Calculate the following settlements due to the uniformly distributed load q
NPTEL- Advanced Geotechnical Engineering
Chapter 6
REFERENCES
Ahlvin, R. G. and H. H. Ultery, Tabulated Values for Determining the Complete Pattern of Stresses,
Strains, and Deflections beneath a Uniform Circular Load on a Homogeneous Half Space, Highway
NPTEL- Advanced Geotechnical Engineering
Module 6
EVALUATION OF SOIL SETTLEMENT (Lectures 35 to 40)
Topics
1.1 INTRODUCTION
1.2 IMMEDIATE SETTLEMENT
1.2.1
Immediate Settlement from Theory of Elasticity
Settlement due to a concentrated point load at the su
NPTEL- Advanced Geotechnical Engineering
Chapter 5
PROBLEMS
1. A 10-in total consolidation settlement of the two clay layers shown in figure P1 is expected due to the
application of the uniform surcharge q. find the duration after load application at whic
NPTEL- Advanced Geotechnical Engineering
Chapter 5
Lecture 34
Consolidation-7
Topics
1.2.4 Effect of Smear Zone on Radial Consolidation
1.2.5 Calculation of the Degree of Consolidation with Vertical and Radial Drainage
1.2.6 Numerical Solution for Radial
NPTEL- Advanced Geotechnical Engineering
Chapter 3
Lecture 15
Stresses in Soil Mass-5
Topics
1.2.3 Stresses below a Circularly Loaded (Vertical) Flexible Area
Stresses below the center of the loaded area.
Stresses at any point below the loaded area.
Verti
NPTEL- Advanced Geotechnical Engineering
Chapter 4
Lecture 22
Stresses in Soil Mass - 6
Topics
1.3.2 Unconfined Compression Test
1.3.3 Relation of Undrained Shear Strength and Effective Overburden
Pressure
1.3.4 Effect of Rate of Strain on the Undrained S
NPTEL- Advanced Geotechnical Engineering
Chapter 2
PROBLEMS
1. The results of a constant-head permeability test in a fine sand are as follows: area of the soil
specimen, 1802 ; length of the specimen, 320 mm; constant head maintained, 460 mm;
flow of wate
NPTEL- Advanced Geotechnical Engineering
Chapter 2
Lecture 7
Permeability and Seepage -3
Topics
1.1.6 Determination of Coefficient of Permeability in the Field
Pumping from wells
Packer test
1.1.7 Theoretical Solution for Coefficient of Permeability
1.1.8