首页> 外文会议>Fifth International Conference on Analysis of Discontinuous Deformation, ICADD-5 Oct 6-10, 2002 Beer Sheva, Israel >A parametric study using discontinuous deformation analysis to model wave-induced seabed response
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A parametric study using discontinuous deformation analysis to model wave-induced seabed response

机译:使用不连续变形分析对波浪引起的海床响应进行建模的参数研究

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In this study, a Discontinuous Deformation Analysis - Effective Stress Model (DDA-ESM) is proposed to investigate the wave-induced seabed response. Unlike previous investigations for the wave-seabed interaction, the deformation of soil block is considered to be discontinuous. This model is particularly useful for the case with large deformation. With the proposed model, deformations in fou idation soil can be simulated. In this study, modifications are made to improve Discontinuous Deformation Ar alysis (DDA) and examples arc presented in this paper. The behavior of soil under wave action is analyzed.
机译:在这项研究中,提出了一种不连续变形分析-有效应力模型(DDA-ESM),以研究波浪引起的海床响应。与先前对波浪-海床相互作用的研究不同,土块的变形被认为是不连续的。该模型对于变形较大的情况特别有用。利用提出的模型,可以模拟土壤中的变形。在这项研究中,进行了改进以改进不连续变形分析(DDA),并在本文中给出了示例。分析了波浪作用下的土壤行为。

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