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Piles in liquefiable soils: seismic analysis and design issues

A general picture of the current state of the art and the emerging technology for dealing effectively with the design and analysis of pile foundations in liquefiable soils is presented. Two distinct design cases are considered and illustrated by case histories. One is pile response to strong shaking...

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Published in:	Soil dynamics and earthquake engineering (1984) 2002-10, Vol.22 (9), p.731-742
Main Authors:	Finn, W.D.L, Fujita, N
Format:	Article
Language:	English
Subjects:	Centrifuge tests Earth sciences Earth, ocean, space Earthquakes, seismology Engineering and environment geology. Geothermics Engineering geology Exact sciences and technology Internal geophysics Lateral spreading Liquefaction Piles Seismic response
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description	A general picture of the current state of the art and the emerging technology for dealing effectively with the design and analysis of pile foundations in liquefiable soils is presented. Two distinct design cases are considered and illustrated by case histories. One is pile response to strong shaking accompanied by the development of high pore water pressures or liquefaction and the other is the response to the pressures and displacements caused by lateral spreading of liquefied ground. Analyses of centrifuge tests on pile foundations are used to demonstrate current capacity for reliable analysis of piles under strong shaking. An example from practice involving 1.5 m cast in place reinforced concrete piles supporting a 14 storey apartment building located on reclaimed land in liquefiable soils is presented to illustrate the advantages of a comprehensive analysis in evaluating a proposed design.
doi_str_mv	10.1016/S0267-7261(02)00094-5
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Geothermics</subject><subject>Engineering geology</subject><subject>Exact sciences and technology</subject><subject>Internal geophysics</subject><subject>Lateral spreading</subject><subject>Liquefaction</subject><subject>Piles</subject><subject>Seismic response</subject><issn>0267-7261</issn><issn>1879-341X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2002</creationdate><recordtype>article</recordtype><recordid>eNqNkF1LHTEQhoO04PHjJxT2RqkXq0k2m2x60VJEbUGoYAu9C7PZiYzk7NrMOYL_3j0eaS_t1QzM884MjxAflDxVUtmzW6mtq5226qPUJ1JKb-p2RyxU53zdGPX7nVj8RXbFHvO9lMqpzi7E5xvKyBWNVaY_a0wEfcaKJ8r8qWIkXlKsYIT8xMRzM1QDMt2NFTGvkQ_E-wSZ8fC17otflxc_z7_V1z-uvp9_va7BaL2qmx50ansL4BovfedMbDFKUNAnNC55MPMAtVNofJswwmBN5_vBxs7KTjf74ni796FM85u8CkviiDnDiNOag3bWKN-Z_wEba5oN2G7BWCbmgik8FFpCeQpKho3W8KI1bJwFqcOL1tDOuaPXA8ARciowRuJ_YdO02ndy5r5sOZy1PBKWwJFwjDhQwbgKw0RvXHoGDkSLug</recordid><startdate>20021001</startdate><enddate>20021001</enddate><creator>Finn, W.D.L</creator><creator>Fujita, N</creator><general>Elsevier Ltd</general><general>Elsevier Science</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SM</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20021001</creationdate><title>Piles in liquefiable soils: seismic analysis and design issues</title><author>Finn, W.D.L ; Fujita, N</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a422t-3ba2f5b6aa73909874c5ec0a1abfe47f9a4739e271e495fecad6489bd6c860823</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2002</creationdate><topic>Centrifuge tests</topic><topic>Earth sciences</topic><topic>Earth, ocean, space</topic><topic>Earthquakes, seismology</topic><topic>Engineering and environment geology. 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source	ScienceDirect Journals
subjects	Centrifuge tests Earth sciences Earth, ocean, space Earthquakes, seismology Engineering and environment geology. Geothermics Engineering geology Exact sciences and technology Internal geophysics Lateral spreading Liquefaction Piles Seismic response
title	Piles in liquefiable soils: seismic analysis and design issues
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