首页> 外文会议>International Symposium on Land Subsidence(SISOLS 2005) vol.2; 20051023-28; Shanghai(CN) >STUDY ON LAND SUBSIDENCE INDUCED BY PUMPING GROUNDWATER WITH THREE-DIMENSIONAL FINITE ELEMENT OF WATER AND SOIL COUPLING
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STUDY ON LAND SUBSIDENCE INDUCED BY PUMPING GROUNDWATER WITH THREE-DIMENSIONAL FINITE ELEMENT OF WATER AND SOIL COUPLING

机译:三维有限元水土耦合泵吸地下水引起的地面沉降研究

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摘要

Three-dimensional mathematic model, which is about unsteady flow of pumping groundwater, is built according to the conditions of hydrogeology and engineering geology of Xin Ye mansion in Hankou, Hubei, China. The existed numerical equation of three-dimensional unsteady flow of confined aquifer is used to solve it, concrete numerical formulae of source-sink item are emphatically discussed. It is briefly introduced that three-dimensional finite difference numerical equation is built according to Darcys law and water equilibrium principle. Nonlinear compressive equation of land subsidence induced by pumping groundwater is derived from effective stress and compressive principle of soil, and corresponding calculation programs of finite element and finite difference are developed. Finally this environmental geotechnical engineering problem is analyzed and evaluated by the calculation program of three dimension finite element, the calculated result accords well with the surveyed.
机译:根据湖北汉口新野大厦的水文地质条件和工程地质条件,建立了关于地下水非定常流动的三维数学模型。利用已有的承压含水层三维非恒定流数值方程求解,重点讨论了源汇项目的具体数值公式。简要介绍了根据达西定律和水平衡原理建立的三维有限差分数值方程。从有效应力和土壤压缩原理出发,推导了地下水沉降引起的地面沉降非线性压缩方程,建立了相应的有限元和有限差分计算程序。最后利用三维有限元计算程序对该环境岩土工程问题进行了分析和评价,计算结果与实测结果吻合较好。

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