Chapter
|
Title
|
Section
|
Title
|
Week
|
Homework |
Solution |
Page
|
1
|
Soil
Materials
|
1
|
Introduction
|
1
|
HW#01
HW#02
|
Solutions prepared by Mr. Homaidy
Solution HW02 |
1
|
1.1
|
Soil
Compaction
|
5
|
1.2
|
Soil
Deposits
|
15
|
1.3
|
Soil
Profile
|
22
|
1.4
|
Soil
Engineering Problems
|
24
|
2
|
Soil
Exploration
|
2
|
Introduction
|
|
|
|
33
|
2.1
|
Scope
of subsurface Exploration
|
34
|
2.2
|
Exploratory
Investigation Using Geophysical Methods
|
38
|
2.3
|
Exploratory
Subsurface Investigation using direct methods
|
43
|
2.4
|
detailed
Subsurface Investigation
|
47
|
2.5
|
Presentation
of Results and Reports
|
59
|
3
|
Index
properties of soils
|
3
|
Introduction
|
2,3
|
HW#03
HW#04
HW#05 |
Solutions prepared by Mr. Homaidy
SHWA
SHWB
SHWC
SHWD
|
64
|
3.1
|
Water
in Soils
|
65
|
3.2
|
Grain
size and shapes
|
75
|
3.3
|
Soil
Aggregate
|
77
|
3.4
|
Consistency
and Sensitivity of clays
|
86
|
3.5
|
Organic
Soils
|
90
|
3.6
|
Soil
Classification
|
93
|
3.7
|
Typical
Values and Use of soil Parameters
|
106
|
4
|
Soil
Compaction
|
4
|
Introduction
|
4
|
HW#06 |
SHW#06 |
113
|
4.1
|
Compaction
Theory
|
113
|
4.2
|
Properties
of Compacted soils
|
116
|
4.3
|
Field
Compaction and Ground Modification
|
119
|
4.4
|
In-Place
Determination of soil Density
|
128
|
5
|
Water
Flow Through Soils
|
5
5.1
5.1
5.2
|
Introduction
Darcy's Law
Permeability
Measurement - Laboratory
Permeability
Measurement - Field
|
5,6
|
EXAM 1
HW# 07 |
Solutions prepared by Mr. Homaidy
SHW#07
|
132
133
136
139
|
5.4
|
Hydraulic
Heads in Soils
|
145
|
5.5
|
Basic
Equation, Fluid Flow in soils
|
152
|
5.7
|
One-
Dimensional Flow Net
|
160
|
5.8
|
Flow
Net for Two - Dimensional Flow
|
164
|
5.9
|
Flow
in Anisotropic Soil
|
168
|
5.11
|
Seepage
Force and Critical Gradient
|
178
|
6
|
Stresses
within a soil Mass
|
6.0
|
Introduction
|
6,7
|
HW# 08
HW# 09
EXAM 2 |
Solutions prepared by Mr. Homaidy
SHW#08
SHW#09
|
187
|
6.1
|
The
Effective Stress Concept
|
188
|
6.2
|
Mohre
Circle of Stress
|
198
|
6.3
|
The
Pole Method of Stress Computation
|
201
|
6.4
|
Stress
Due to a Point Load
|
204
|
6.5
|
Stress
Due to an Infinite line load
|
208
|
6.6
|
Stress
Due to an Infinite Strip Load
|
212
|
6.11
|
Stress
Due to a Uniformly Loaded Rectangular Area
|
221
|
6.12
|
Stress
Increment Approximation using Newark's Chart
|
226
|
7
|
Volume
Changes in Soils
|
7.0
|
Introduction
|
8,9,10
|
HW#
10 |
Solutions prepared by Mr. Homaidy |
244
|
7.1
|
Soil
Compressibility
|
245
|
7.2
|
Consolidation
and Odometer Test
|
247
|
7.3
|
Constant
State of Strain Consolidation
|
261
|
7.4
|
Settlement
analysis
|
264
|
8
|
Shear
Strength of Soils
|
8.0
|
Introduction
|
11,12
|
HW#
11 |
Solution Chapter 08 |
306
|
8.1
|
Soil
Deformation Behavior and strength
|
307
|
8.2
|
Measurement
of soil stress strain properties
|
311
|
8.3
|
Shear
Strength of Soil Materials
|
333
|
10
|
Bearing
Capacity
|
10.0
|
Introduction
|
13,14
|
HW#
12 |
Solution Chapter 10 |
392
|
10.1
|
Factor
of Safety
|
293
|
10.2
|
Terzaggh's
Bearing Capacity Theory for Shallow Foundations
|
395
|
10.3
|
Effect
of Groundwater Table and Eccentricity
|
401
|
10.4
|
Ultimate
Bearing Capacity on Two Layer Cohesive Soils
|
402
|
10.5
|
Normal
Bearing Pressure
|
405
|
10.6
|
Allowance
Settlement versus Allowable Bearing Pressure
|
405
|
10.7
|
Bearing
Capacity of Deep Foundations
|
401
|
9
|
Lateral
Earth Pressure
|
9.0
|
Introduction
|
15,If
Time Permits
|
OK Covered |
|
353
|
9.1
|
Earth
Pressure at Rest
|
353
|
9.2
|
Rankine's
Earth Pressure Theory
|
356
|
9.3
|
Couloumb's
Earth Pressure Theory
|
364
|