首页> 外文会议>2009煤矿瓦斯灾害预防与控制国际研讨会(International Symposium on Prevention and Control of Gas Disaster in Coal Mine 2009) >Study on finite element simulation and in-site monitoring of ground subsidence law for omprehensive mechanized caving coal mining under railway
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Study on finite element simulation and in-site monitoring of ground subsidence law for omprehensive mechanized caving coal mining under railway

机译:铁路综放开采地表沉陷规律有限元模拟与现场监测研究

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摘要

With the project of mining 701 working face of Baojianshan Coal mine of Jingyuan Coal Indus try Group under mine special railway as a background, the authors predict ground subsidence law caused by routine comprehensive mechanized caving coal mining method and back filling method with elastic-plas tic nonlinear FEM. By different exploitation methods, development law of horizontal displacement, vertical displacement, shift angle of strata during mining is given. According to predication results by FEM soft ware ANSYS, the maximum vertical settlement of subsidence area near railway subgrade is 7cm, which is caused by mining 701 working face. The in-situ monitoring results were essentially identical with the FEM predication values, which indicates that FEM predication is reliable. The rehabilitation technical measure of railway bed and deformation monitoring scheme of railway during long-term operation are advised.
机译:以矿山专用铁路下的靖远煤矿工业集团宝尖山煤矿701工作面开采为背景,作者预测了常规综合综放开采和弹塑性回填法引起的地面沉降规律。非线性有限元。通过不同的开采方法,给出了开采过程中水平位移,垂直位移,地层位移角的发育规律。根据有限元软件ANSYS的预测结果,铁路路基附近沉降区域的最大垂直沉降为7cm,这是由开采701工作面引起的。现场监测结果与FEM预测值基本相同,这表明FEM预测是可靠的。建议长期运行中路基的修复技术措施和变形监测方案。

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