Solution of one-dimensional finite-strain consolidation of soil with variable compressibility under cyclic loadings
Author:
Publisher
Elsevier BV
Subject
Computer Science Applications,Geotechnical Engineering and Engineering Geology
Reference25 articles.
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2. The consolidation of saturated clay with variable permeability and compressibility;Poskitt;Geotechnique,1969
3. Permeability measurement of clay pastes by a non-linear analysis of transient seepage consolidation tests;Feldkamp;Geotechnique,1989
4. Numerical analysis of one-dimensional nonlinear large-strain consolidation by the finite element method;Feldkamp;Transport Porous Med,1989
5. Limitations of conventional analysis of consolidation settlement;Duncan;J Geotech Eng (ASCE),1993
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