岩体地应力数值分析计算  

Numerical Analysis Computation of Rock Mass Crustal Stress

作　　者：徐幼平[1] 林柏泉[1] 张志雨[1] 朱传杰[1] 刘洋[1] 

机构地区：[1]中国矿业大学

出　　处：《金属矿山》2010年第9期22-25,共4页Metal Mine

基　　金：国家自然科学基金重点项目(编号:50574093;50534090);国家重点基础研究发展计划(973计划)项目(编号:2005cb221506);"十一五"国家科技支撑计划项目(编号:2006BAK03B0403);煤炭资源与安全开采国家重点实验室自主研究课题(编号:sklcrsm08x03)

摘　　要：通过对青海格尔木锡铁山二矿区进行取样试验和对矿区及其周围区域地质构造的研究,利用ABAQUS软件,采用三维有限元分析法对矿区地应力场进行反演模拟,定性和定量地分析该矿区的地应力状态,包括其大小、方向及其分布规律,得出该矿区2822水平最大主应力值为8.35～12.80 MPa,方向平均为NW和NE向,最小水平主应力值为4.02～6.15 MPa,水平主应力与垂直主应力比值在1.24～2.46之间。同时对下一阶段的工作提出了合理、有效的建议。Through the measurement and analysis of samples in the second mining of Xitieshan,Geermu in Qinghai province and its surrounding regions,the three-dimensional finite element analysis method with ABAQUS is adopted to inversely simulate the ground stress of mine area,and the stress state and its distribution regularities are quantitatively or qualitatively determined,including its size,direction,and its distribution.It is achieved that maximum principal stress value is 8.35MPa ～ 12.80 MPa at the 2822 level of mining with the average NW and NE direction.And its minimum horizontal principal stress value is 4.02 ～ 6.15 MPa.The ratio of the principal stress and the vertical principal stress is between 1.24 ～ 2.46.And a reasonable and effective proposal is given for the next phase of the work.

关 键 词：地应力 数值模拟 地质构造 有限元 

分 类 号：TD311[矿业工程—矿井建设]