Figure
Title
Page
CHAPTER 4
1
Examples of Stress Conditions at a Point........................7.1-164
2
Formulas for Stresses in Semi-Infinite Elastic Foundation.......7.1-165
3
Stress Contours and Their Application...........................7.1-167
4
Influence Value for Vertical Stress Beneath a Corner of a
Uniformly Loaded Rectangular Area (Boussinesq Case)...........7.1-168
5
Influence Value for Vertical Stress Under Uniformly Loaded
Circular Area (Boussinesq Case)...............................7.1-169
6
Influence Value for Vertical Stress Under Embankment Load of
Infinite Length (Boussinesq Case).............................7.1-170
7
Influence Value for Vertical Stress Beneath Triangular Load
(Boussinesq Case).............................................7.1-171
8
Examples of Computation of Vertical Stress......................7.1-172
9
Determination of Stress Below Corner of Uniformly Loaded
Rectangular Area..............................................7.1-173
10
Influence Chart for Vertical Stress Beneath Irregular Load......7.1-174
11
Vertical Stress Contours for Square and Strip Footings
(Westergaard Case)............................................7.1-176
12
Influence Value for Vertical Stress Beneath a Corner of a
Uniformly Loaded Rectangular Area (Westergaard Case)..........7.1-177
13
Influence Value for Vertical Stress Beneath Triangular Load
(Westergaard Case)............................................7.1-178
14
Influence Values for Vertical Stresses Beneath Uniformly
Loaded Circular Area (Two-layer Foundation)...................7.1-179
15
Stress Profile in a Two-Layer Soil Mass.........................7.1-180
16
Contact Pressure Under (a) Rigid Footings (b) Flexible
Foundation on an Elastic Half Space...........................7.1-182
17
Influence Values for Vertical Stresses Around a Pile in an
Elastic Solid.................................................7.1-183
18
Backfill Coefficients, Embankment Loads, and Load Factors for
Rigid Conduits................................................7.1-185
19
Vertical Pressure on Culvert Versus Height of Cover.............7.1-187
20
Pressure Transfer Coefficients for Corrugated Flexible
Conduits as a Function of Standard Soil Density and Ring
Flexibility or Diameter and Corrugation Depth.................7.1-189
21
Example of Ring Deflection......................................7.1-191
22
Conduits Beneath Embankments of Finite Width....................7.1-193
23
Load Action on Underground Openings in Earth....................7.1-197
24
Coefficients for Active or Passive Pressures on Underground
Cylindrical Shafts or Silos...................................7.1-201
CHAPTER 5
1
Consolidation Settlement Analysis...............................7.1-206
2
Profiles of Vertical Stresses Before Construction...............7.1-207
3
Computation of Total Settlement for Various Loading Conditions..7.1-210
4a
Relationship Between Settlement Ratio and Applied Stress Ratio
for Strip Foundation on Homogeneous Isotropic Layer...........7.1-216
4b
Relationship Between Initial Shear Stress and Overconsolidation
Ratio.........................................................7.1-217
Change 1, September 1986
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