Boundary element analysis of Biot consol
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Yaw-Jeng Chiou; Shue-Yeong Chi
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Article
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1994
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John Wiley and Sons
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English
β 843 KB
Biot's linear consolidation analysis of three-dimensional fluid saturated layered soils is investigated. The time marching method, uncoupled boundary element method, and successive stiffness method are applied for the numerical modelling of this study. Settlement induced by surface loading and land