Variation Laws and Computational Methods of Surface Subsidence Prediction Parameters
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摘要: 为了合理确定非层状地下空间环境条件下地面沉降预测模型中的预测参数,基于地下空间围岩破坏机理及地面沉降规律,分析了预测参数与地下空间形状之间的内在联系,探讨了预测参数的变化规律,并导出了预测参数的计算公式.根据非层状地下空间处地层产状及定位特征点数,给出了确定地层构造形态的方法.最后,给出了1个预测实例.结果表明,用该方法预测地面沉降,其预测精度比传统方法提高约40%.Abstract: To reasonably determine prediction parameters in a surface subsidence model for an underground non-bedded shape room environment,the internal relations between prediction parameters and underground room shapes were analyzed based on the principles of surface subsidence.In addition,the variation laws of prediction parameters were investigated and the corresponding calculational formulas were derived.From the attitude of strata and the number of characteristic point at an underground non-bedded shape room,the method to determine the equation of stratum structure was presented.Finally,a practical example of surface subsidence predicting was given.The predicted result shows that compared with the conventional method,the proposed method raises the prediction precision of surface subsidence by about 40%.
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Key words:
- non-bedded shape room /
- surface subsidence /
- prediction parameter /
- attitude of stratum
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李永树.地面沉陷灾害预报与防治方法[M].北京:中国铁道出版社,2001:4-11.[2] LI Yongshu,HAN Liping.A method for predicting surface subsidence under excavating non-bedded shape room[C]//Proceedings of Ⅻ International Congress of International Society for Mine Surveying.Beijing:Science Press,2005:200-204.[3] LI Yongshu,WANG Jinzhuang.Surface subsidence patterns for mining anticlinal structure ore seam[J].Chinese Journal of Geotechnical Engineering,1998,20(6):67-69.[4] LI Yongshu,HAN Liping.Roadbed subsidence prediction and its security evaluation[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(9):1 368-1 371.[5] 冉启全,顾小芸.考虑流变特性的流固耦合地面沉降模型及其数值模拟[C]∥全国地面沉降学术会议论文集.北京:地质出版社,1998:132-136.[6] THU T M,FREDLUND D G.Modeling subsidence in the Hanoi City area,Vietnam[J].Canadian Geotechnical Journal,2000,37(3):621-637.
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