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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Published in | Journal of geotechnical and geoenvironmental engineering Vol. 133; no. 8; pp. 921 - 931 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
New York, NY
American Society of Civil Engineers
01.08.2007
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Subjects | |
Online Access | Get full text |
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