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Publications tagged with [vibro-replacement]
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Siegel T. C.
,
Camp W. M. III
et al.
The original subgrade conditions generally consisted of loose, liquefiable sands, expected to significantly lose strength during the design earthquake and soft, compressible clays. To mitigate the risk of liquefaction-induced instability and to mitigate the ...
Filed under:
Earthquake Engineering -
Seismic Ground Improvement
Reference:
4th International Conference on Ground Improvement Techniques, Kuala Lumpur, Malaysia, 2002
