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RISCyclic p-y Plasticity Model Applied to Pile Foundations in Sand
Publisher: American Society of Civil Engineers
Abstract: The lateral response of pile foundations in sand is commonly analyzed using the beam on nonlinear Winkler foundation (BNWF) assumption, with load transfer behavior often characterized by the API sand
Erratum for “Cyclic p-y Plasticity Model Applied to Pile Foundations in Sand” by Jung In Choi, Myoung Mo Kim, and Scott J. Brandenberg
Publisher: American Society of Civil Engineers
Closure to “Development of Dissipation Model of Excess Pore Pressure in Liquefied Sandy Ground” by Sung-Ryul Kim, Jae-Ik Hwang, Hon-Yim Ko, and Myoung-Mo Kim
Publisher: American Society of Civil Engineers
Sequential Analysis of Ground Movements at Three Deep Excavation Sites with Mixed Ground Profiles
Publisher: American Society of Civil Engineers
Abstract: Field measurements of settlement and lateral deformation obtained from three deep excavation sites constructed in mixed ground profiles are presented and analyzed. Settlement measurements were obtained throughout the ...
Development of Dissipation Model of Excess Pore Pressure in Liquefied Sandy Ground
Publisher: American Society of Civil Engineers
Abstract: Recently, several studies on the dissipation of excess pore pressure in liquefied sandy grounds have been reported on evaluation of postliquefaction behavior of structures. To further contribute to the understanding of ...