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Analysis of seismic settlements and pore pressures in centrifuge tests

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dc.contributor.author Bouckovalas, George en
dc.contributor.author Stamatopoulos Constantine, A en
dc.contributor.author Whitman Robert, V en
dc.date.accessioned 2014-03-01T01:08:15Z
dc.date.available 2014-03-01T01:08:15Z
dc.date.issued 1991 en
dc.identifier.issn 0733-9410 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/10368
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-0026237137&partnerID=40&md5=05b81523be6b137f46d4ae9a8570b444 en
dc.subject.classification Engineering, Civil en
dc.subject.classification Geosciences, Multidisciplinary en
dc.subject.other Centrifuges en
dc.subject.other Foundations--Earthquake Resistance en
dc.subject.other Foundations--Settlement en
dc.subject.other Soils--Pore Pressure en
dc.subject.other Centrifuge Tests en
dc.subject.other Seismic Settlements en
dc.subject.other Sand and Gravel en
dc.title Analysis of seismic settlements and pore pressures in centrifuge tests en
heal.type journalArticle en
heal.language English en
heal.publicationDate 1991 en
heal.abstract An analytical approach has been developed to predict permanent settlements of foundations subjected to earthquake shaking. The validity of this approach is evaluated through comparison with results from centrifuge tests simulating the response of a tank foundation resting upon saturated sand and subjected to earthquake-like shaking. Analyses are carried out for different values of soil permeability to back-calculate the in situ permeability of the sand and demonstrate the effect of partial drainage. Good correlation exists between predicted and measured response for in situ permeability within the range of laboratory measured values. The results also demonstrate that partial drainage may occur even during high-frequency dynamic loadings, with significant effect on settlements and excess pore pressures. en
heal.publisher ASCE-AMER SOC CIVIL ENG en
heal.journalName Journal of geotechnical engineering en
dc.identifier.isi ISI:A1991GG64500003 en
dc.identifier.volume 117 en
dc.identifier.issue 10 en
dc.identifier.spage 1492 en
dc.identifier.epage 1508 en


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