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某尾矿坝渗流场数值模拟及坝体稳定性分析

胡亚东 巨能攀 何朝阳 游昆骏

人民黄河Issue(8):111-114,118,5.
人民黄河Issue(8):111-114,118,5.DOI:10.3969/j.issn.1000-1379.2015.08.029

某尾矿坝渗流场数值模拟及坝体稳定性分析

Numerical Simulation of Seepage Field Analysis of a Tailings Damand Its Impact on the Stability of the Dam

胡亚东 1巨能攀 1何朝阳 1游昆骏1

作者信息

  • 1. 成都理工大学地质灾害防治与地质环境保护国家重点实验室,四川成都610059
  • 折叠

摘要

Abstract

Tailings dam heightening change the seepage field characteristics of landfill material and influence the safety of the dam. Based on the actual drilling exploration results and permeability coefficient obtained from penetration test of indoor drill hole sampling,the best inver-sion actual seepage model was established,by means of the application of two-dimensional finite element numerical calculation software GEO-SEEP,to get the calculation analysis of heightening seepage field of tailings dam,and the key elements distribution map of seepage field were obtained. The analysis results show that the heightening tailings dam reservoir infiltration line on the high side in natural conditions make against to the safe and stable operation of the tailings dam. Therefore,put forward a preliminary scheme of strengthen drainage facilities in optimization scheme,through the numerical simulation validation,the scheme can reduce the dam saturation line. In the drainage facilities layout of tailings dam,through the seepage simulation,the rationality of drainage scheme can be examined,provided reliable basis and tech-nical support for the safety design and construction of the tailings dam drainage facilities.

关键词

尾矿坝/加高设计/GEO-SEEP/浸润线/渗流场

Key words

tailings dam/heightening design/GEO-SEEP/infiltration line/seepage field

分类

建筑与水利

引用本文复制引用

胡亚东,巨能攀,何朝阳,游昆骏..某尾矿坝渗流场数值模拟及坝体稳定性分析[J].人民黄河,2015,(8):111-114,118,5.

人民黄河

OA北大核心CSTPCD

1000-1379

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