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采动沉陷区路堤边坡挡土墙力学特性分析

nalysis of mechanical properties of embankment retaining wall in mining area

中文摘要英文摘要

本文分析了采动过程中地表的移动变形规律,研究地表开采对建筑物的影响。根据采动沉陷区地表沉陷变形规律和扶壁式挡土墙结构特征,建立了合理的数值计算模型,研究了地下开采引起的地表移动变形对扶壁式挡土墙产生的附加内力的变化规律,基地附加应力变化规律。根据挡土墙的内力分析结果,针对地基承载力不足问题,采用水泥搅拌桩加固地基满足承载力要求。该研究为沉陷区边坡支护提供了依据,为挡墙设计提供了意见。

his paper analyzes the rule of surface deformation and studies the influence of buildings caused by mining。On the basis of making accurate prediction to the surface deformation caused by mining ,rational numerical calculation models were established. Studied the variation of additional stress and basal additional stress of the buttressed retaining wall by the surface movement caused by underground mining of deformation. According to the results of internal forces of retaining wall, for the problem of inadequate bearing capacity, use cement mixing pile to reinforce foundation meeting the capacity requirements. The study provide the basis of slope shoring in mining area and views for the retaining wall designing.

吴振

水工结构矿山压力、矿山支护地基基础工程

沉陷区扶壁式挡土墙数值模拟

mining subsidence areabuttressed retaining wallnumerical simulation

吴振.采动沉陷区路堤边坡挡土墙力学特性分析[EB/OL].(2011-04-02)[2025-08-11].http://www.paper.edu.cn/releasepaper/content/201104-94.点此复制

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