In Situ Pore-Pressure Generation Behavior of Liquefiable Sand

To overcome current limitations in predicting in situ pore-pressure generation, a new field testing technique is used to measure directly the coupled, local response between the induced shear strains and the generated excess pore pressure. The pore-pressure generation characteristics from two in sit...

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Bibliographic Details
Published inJournal of geotechnical and geoenvironmental engineering Vol. 133; no. 8; pp. 921 - 931
Main Authors Chang, Wen-Jong, Rathje, Ellen M, Stokoe, Kenneth H, Hazirbaba, Kenan
Format Journal Article
LanguageEnglish
Published New York, NY American Society of Civil Engineers 01.08.2007
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