requirements...............................................7.1-253
general....................................................7.1-253
Sand drains plus surcharge...................................7.1-253
Stress conditions analysis.........................................7.1-205
Initial stresses................................................7.1-205
Added stresses computation...................................7.1-209
Existing conditions
evaluation.................................................7.1-209
Preconsolidation.............................................7.1-209
Underconsolidation...........................................7.1-209
Swell magnitude....................................................7.1-253
Cause...........................................................7.1-253
Changes in capillary
stresses...................................................7.1-255
Reduction of overburden......................................7.1-254
Time rate of settlement............................................7.1-226
Applications....................................................7.1-226
Compression, secondary..........................................7.1-231
Combining secondary
and primary consolidation..................................7.1-231
Computation of settlement....................................7.1-231
Consolidation, primary..........................................7.1-223
Gradual load application.....................................7.1-231
Prediction accuracy..........................................7.1-226
Pressure distribution
effect.....................................................7.1-226
Two-layer system consolidation...............................7.1-231
Shafts, vertical.....................................................7.1-198
See Pressures on buried
structures.
7.1-INDEX-3
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