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Estimation of Installation Resistance and Subsequent Short-Term Capacities of Offshore Skirted Foundations in Clay
Publisher: ASCE
Abstract: Large deformation finite element analyses have been performed to simulate the installation of offshore skirted foundations in clay with different strength heterogeneity. The influences of loading rate and remolding during ...
Effect of Keying-Induced Soil Remolding on the Ultimate Pull-Out Capacity and Embedment Loss of Strip Anchors in Clay
Publisher: ASCE
Abstract: In this paper, the keying of strip anchors in clay has been studied by employing a large deformation finite-element methodology coupled with a soil constitutive model that takes strain rate and soil remolding into ...
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