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Analytical Solution for Nonlinear Consolidation Considering Time-Dependent Well Resistance and Lateral Deformation under Vacuum Preloading
Publisher: ASCE
Abstract: The consolidation behavior of a foundation with vertical drains under vacuum preloading is affected by the lateral deformation and well resistance. In this study, a nonlinear consolidation model is developed based on the ...
Evaluation of Vertical Superimposed Stress in Subsoil Induced by Embankment Loads
Publisher: American Society of Civil Engineers
Abstract: This paper proposes a practical method of determining embankment loads-induced vertical superimposed stress in subsoil by incorporating the effects of contact stress and soil elastoplastic behavior. The particulate–probabilistic ...
Effect of Super-Absorbent Polymer on the Undrained Shear Behavior of Cemented Dredged Clay with High Water Content
Publisher: American Society of Civil Engineers
Abstract: A series of isotropically consolidated undrained triaxial tests were performed on cemented clay with super-absorbent polymer (SAP) at high water content to investigate the effect of SAP content on the undrained shear ...
Elastoplastic Modeling of Sandy Clays Based on Equivalent Void Ratio Concept
Publisher: ASCE
Abstract: Naturally sedimentary soils, such as marine clays, weathered residual soils, and glacial deposits, usually possess a certain amount of sand particles. These types of soils could be classified as sandy clay, because the ...