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RISConstitutive Model for Drained Compression of Unsaturated Clay to High Stresses
Publisher: American Society of Civil Engineers
Abstract: A constitutive model is presented in this paper to describe the isotropic compression response of unsaturated, compacted clay under drained conditions over a wide range of mean effective stresses. The model captures the ...
Compression of Unsaturated Clay under High Stresses
Publisher: American Society of Civil Engineers
Constitutive Model for the Undrained Compression of Unsaturated Clay
Publisher: American Society of Civil Engineers
Closure to “Roles of Particle Breakage and Drainage in the Isotropic Compression of Sand to High Pressures” by Woongju Mun and John S. McCartney
Publisher: American Society of Civil Engineers
Roles of Particle Breakage and Drainage in the Isotropic Compression of Sand to High Pressures
Publisher: American Society of Civil Engineers
Abstract: The roles of particle breakage and drainage conditions on the quasi-static compression response of sand were evaluated by comparing the results from drained and undrained isotropic compression tests on dry and saturated ...