Abstract
Several new or improved methods for deep compaction of granular soils have been developed during the last few years:

to control settlements

to increase the bearing capacity

to prevent or to reduce the risk of liquefaction
Keywords
Soil Mechanics Foundation Engineer Penetration Resistance Stone Column Standard Penetration Test
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.
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