Layered or anistropic
foundations..................................................7.1-175
Semi-infinite, isotropic
foundations..................................................7.1-162
Assumed conditions..........................................7.1-162
Horizontal stresses.........................................7.1-175
Shear stresses..............................................7.1-175
Vertical stresses
beneath irregular
loads.....................................................7.1-163
Vertical stresses
beneath regular
loads.....................................................7.1-163
Point stress conditions...........................................7.1-161
Effective and neutral
stresses.....................................................7.1-161
Applied Load................................................7.1-162
Effective stress............................................7.1-162
Mohr's circle of stress........................................7.1-161
State of stress...................................................7.1-161
Swell magnitude......................................................7.1-253
See Settlement analysis,
Swell.
Symbols..............................................................7.1-S-1
T
Tests, exploration and
sampling...........................................................7.1-49
See Exploration and
sampling.
Tests, field, and measurements.......................................7.1-49
Field instrumentation.............................................7.1-110
Loads..........................................................7.1-112
Movement, horizontal...........................................7.1-110
Movement, vertical.............................................7.1-110
Pressures, groundwater.........................................7.1-93
Hydrostatic conditions......................................7.1-93
Hydrostatic excess
pressures.................................................7.1-93
Temperature....................................................7.1-112
7.1-INDEX-4
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