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RISLong-Term Response of Consolidating Soft Clays around a Pile considering Non-Darcian Flow
Publisher: American Society of Civil Engineers
Abstract: In this study, a nonlinear one-dimensional consolidation equation in terms of excess pore pressure is developed by considering the effects of variable permeability and non-Darcian flow condition. Uncoupled analysis for the ...
Long-Term Response of Consolidating Soft Clays around a Pile considering Non-Darcian Flow
Publisher: American Society of Civil Engineers
Abstract: In this study, a nonlinear one-dimensional consolidation equation in terms of excess pore pressure is developed by considering the effects of variable permeability and non-Darcian flow condition. Uncoupled analysis for the ...