This publication will introduce you to methods, materials and
equipment for stabilization of subgrade soils. The depth of
stabilization generally must be sufficient to absorb most of the
foundation pressure bulb. The relative benefits of vibrocompaction,
vibrodisplacement compaction, and precompression are discussed.
Soft, cohesive soils treated in place are generally suitable only
for low-intensity loadings. Soil stabilization of wet, soft soils
may be accomplished by addition of lime; grout to control water
flow into excavations to reduce lateral support requirements or to
reduce liquefaction or settlement caused by adjacent pile driving;
seepage control by electroosmosis; and temporary stabilization by
freezing.
General
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