Pile Design in Liquefying Soil
Abstract eng: The behavior of piles in seismic areas is significantly affected if the soil liquefies. The strength of the soil and its stiffness decrease due to the increase in pore water pressure. The observed pile damage during earthquakes has provided an insight into the mechanism of soil-pile interaction in liquefying soils. The piles in liquefied soil may undergo large lateral displacements and my fail due to bending or buckling. The paper discusses the observed performance of piles in liquefying soils and the suggested methods for their design.
Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-12-05, last modified 2014-12-05
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