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Modern approach to numerical modelling of anchored protective structures

机译:锚固防护结构数值模拟的现代方法

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A modern approach to numerical modelling of anchored protective structures is presented in the paper, and an overview is given of experience gained in the use of the Plaxis 2D computer program, and soil model with isotropic strengthening. Basic properties of soil in drained and undrained conditions, due to stress occurring during foundation pit excavation, are explained. An example involving simulation of an anchored protective structure is presented, and guidelines for the selection of soil materials for the HSs soil model are given.
机译:本文介绍了锚固防护结构数值建模的现代方法,并概述了使用Plaxis 2D计算机程序以及具有各向同性加固的土壤模型的经验。解释了由于基坑开挖过程中产生的应力,排水和不排水条件下土壤的基本特性。给出了一个涉及模拟锚固保护结构的示例,并给出了用于HSs土壤模型的土壤材料选择指南。

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