期刊文献+

基于均匀设计和差分技术的煤矿开采沉陷预计

Resaerch on Mining Subsidence Prediction Based on Uniform Design and Differential Technology
在线阅读 下载PDF
导出
摘要 为了预计某煤矿73下21(西)综采工作面推进对地表的影响,采用FLAC3D进行数值模拟,安排两轮均匀设计参数反演实验,并采用差分技术对数值模型的误差进行控制。研究结果表明:通过两轮均匀设计实验,能够获得较为可靠的岩体力学参数,可以假设反演值和实测值为数值模型的重复观测值,并可通过差分法对数值模型误差进行控制,提高预计效果。 In order to predict the influence of surface subsidence to the advancing of 73down21( west) fully mechanized coal face of certain coal mine,the Flac3 Dsoftware is adopted to carry out numerical simulation parameters inversion by arranging two rounds of uniform design experiments. Besides that,the model errors are controlled by adopting the differential technology. The research results show that,the more reliable rock mass mechanics paramters are obtained by the two rounds of uniform design experiments,the numerical model inversion valus and measured values can be regarded as the repeated obseration values,besides that,the model errors can be controlled by using the differential technology so as to improve the prediction accuracy.
出处 《现代矿业》 CAS 2015年第1期17-20,共4页 Modern Mining
关键词 开采沉陷预计 参数反演 均匀设计 差分方法 数值模拟 Mining subsidence prediction Parametric inversion Uniform design Differential technology Numerical simulation
作者简介 周振宇(1982-),男,工程师,硕士,710032陕西省西安市。
  • 相关文献

参考文献5

二级参考文献13

  • 1许其凤.GPS卫星导航与精密定位[M].北京:解放军出版社,1994..
  • 2许其凤.GPS卫星导航与精密定位[M].北京:解放军出版社,1994..
  • 3蔡美峰.岩土力学与工程[M].北京:科学出版社,2002..
  • 4[14]钱鸣高,石平五.矿山压力及岩层控制[M].徐州:中国矿业大学出版社,2003:65-76.
  • 5[15]李洪涛.受压下岩石强度理论的断裂力学新探[D].北京:中国矿业大学力学与建筑工程学院,1986.
  • 6[8]MOHAMMAND N.The relation between in situ and laboratory rock properties used in numerical modeling[J].International Journal Rock Mechanical Mining Science & Geomechanics,1997,34(2):289-297.
  • 7[9]BIENIAWSKI Z T.工程岩体分类[M].吴立新,译.徐州:中国矿业大学出版社,1993:130-130.
  • 8[10]BIENIAWSKI Z T.Engineering rock mass classifications[M].New York:Wiley,1989:251-254.
  • 9[11]HOEK E,BROWN E T.The Hoek-Brown failure criterion-a 1988 update[J].ISRM,1994(10):9-17.
  • 10[12]HOEK E.Technical note estimation mohr-coulomb friction and cohesion values from the Hoek-Brown failure criterion[J].International Journal Rock Mechanical Mining Science & Geomechanics,1990,27(3):227-229.

共引文献223

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部