Abstract:In this paper, a nonlinear continuum method is developed to predict the load-displacement response of single piles under lateral loading. This pseudo-3D numerical procedure called the nonlinear vertical slices model (NVSM) consists of subdividing the pile/soil continuum into vertical interacting slices, each being dealt with as pseudo-plane stress problem. The technique takes advantage of finite element 2D numerical solutions in plane stress for building approximate 3D solutions. First, the linear FE VS model … Show more
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