Slopes:
Embankment, protection............................................7.1-338
Stabilization (see
Stability analysis,
Slope)..........................................................7.1-335
Soil and rock classification.........................................7.1-1
Rock classification and
description.....................................................7.1-19
Soil deposits, principal..........................................7.1-1
Alluvial deposits..............................................7.1-3
Geologic origins...............................................7.1-1
Major soil divisions...........................................7.1-2
Organic deposits...............................................7.1-2
Soil identification...............................................7.1-7
Appearance and structure.......................................7.1-7
Compactness....................................................7.1-7
Field classification...........................................7.1-7
Special materials.................................................7.1-34
Expansive soils................................................7.1-34
Collapsing soils...............................................7.1-39
Permafrost.....................................................7.1-39
Limestone......................................................7.1-39
Quick clays....................................................7.1-44
Unified soil classification
system..........................................................7.1-9
Utilization....................................................7.1-15
Stability analysis...................................................7.1-309
Applications......................................................7.1-309
Failure varieties.................................................7.1-309
Materials, special problems.......................................7.1-335
Loessial silts and fine
sands........................................................7.1-335
Overconsolidated,
fissured clays...............................................7.1-335
Cut slopes and
analysis..................................................7.1-335
Old slide masses............................................7.1-335
Saturated, loose sands.........................................7.1-335
Talus..........................................................7.1-335
Methods of analysis...............................................7.1-314
Effective stress...............................................7.1-333
Procedures.....................................................7.1-314
Earthquake loading..........................................7.1-329
Embankments on soft
clay......................................................7.1-318
Rotational failures.........................................7.1-318
Safety factor required......................................7.1-318
Translation failure.........................................7.1-318
Total stress...................................................7.1-331
Pore Pressure analysis............................................7.1-333
Construction pore
pressures....................................................7.1-333
Seepage pressures..............................................7.1-333
Slope Stabilization...............................................7.1-335
Methods........................................................7.1-335
Regrading......................................................7.1-335
Retaining structures...........................................7.1-338
Stresses and pressure distribution...................................7.1-161
Elastic foundations stress
distribution....................................................7.1-162
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