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榆神矿区覆岩岩土比对开采沉陷的影响分析

Influence Analysis of Overburden Rock-soil Ratio on Mining Subsidence in Yushen Coal Mining Area

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【作者】 宋世杰赵晓光王双明张勇

【Author】 SONG Shijie;ZHAO Xiaoguang;WANG Shuangming;ZHANG Yong;College of Geology and Environment,Xi’an University of Science and Technology;Shaanxi Geological Survey;Shaanxi Provincial Department of Water Resources;

【机构】 西安科技大学地质与环境学院陕西省地质调查院陕西省水利厅

【摘要】 以榆神矿区大保当普查区为研究区,分析了区域地质条件和典型钻孔数据资料,针对该矿区主采煤层构建了不同岩土比类型的数值模型,运用数值模拟实验的方法研究在地质条件和开采工艺相同的情况下,覆岩岩土比对开采沉陷的影响规律。结果表明:在不同的埋深水平下,下沉系数都会随着岩土比的增大而减小,且变化趋势有所不同;随着岩土比的增大,采高对下沉系数的影响程度呈现先增大后减小的变化趋势,一般当岩土比为4∶1~8∶1时,采高的变化对下沉系数的影响程度最大;基于数值模拟实验结果,发现超过100 m的巨厚土层具有降低下沉系数的效应。

【Abstract】 Taking Dabaodang survey area of Yushen Coal Mining Area as study area,according to the regional geological occurrence conditions and typical drillings data,the influence laws of the rock-soil ratio impacting the mining subsidence is researched with the method of numerical simulation under the same geological conditions and mining technology. The results show that: in different depth levels,the subsidence coefficient could decrease with the increase of the rock-soil ratio,and the change process of the rock-soil ratio impacting subsidence coefficient is different; in the different depth levels,with the increase of the rock-soil ratio,this influence extent presents the trend of becoming larger firstly and then smaller,and becomes largest generally while the rock-soil ratio is from 4∶ 1to 8∶ 1. According to the results of numerical simulation,the giant thick soil that is more than 100 m could cut down the subsidence coefficient.

【基金】 国家自然科学基金资助项目(41402308);陕西省教育厅科研计划资助项目(14JK1466);西安科技大学博士启动金资助项目(2014QDJ006);西安科技大学培育基金资助项目(201308)
  • 【文献出处】 煤矿安全 ,Safety in Coal Mines , 编辑部邮箱 ,2016年05期
  • 【分类号】TD327
  • 【被引频次】5
  • 【下载频次】155
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