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Modeling Pile Setup in Natural Clay Deposit Considering Soil Anisotropy, Structure, and Creep Effects: Case Study
Publisher: American Society of Civil Engineers
Abstract: This paper reports the results of a numerical investigation of the behavior of a natural soft clay deposit under the installation of a case study pile. The case study problem included installation of an instrumented ...
Cyclic Capacity of Monopiles in Sand under Partially Drained Conditions: A Numerical Approach
Publisher: American Society of Civil Engineers
Abstract: Cyclic loading of saturated sand under partially drained conditions may lead to accumulated strains, pore pressure buildup, and consequently reduced effective stress, stiffness, and shear strength. This will affect the ...