煤矿实测地应力与埋深关系的回归统计与分析  

Regression statistics and analysis of the relationship between measured in-situ stress and buried depth in coal mines

作　　者：伊丙鼎 吕华文 张晓[1,2,3] 雷顺 胡滨[1,2,3] YI Bingding;LYU Huawen;ZHANG Xiao;LEI Shun;HU Bin(CCTEG Coal Mining Research Institute,Beijing 100013,China;Mining and Design Branch,China Institute of Coal Science,Beijing 100013,China;State Key Laboratory of Coal Mining and Clean Utilization,Beijing 100013,China)

机构地区：[1]中煤科工开采研究院有限公司,北京100013 [2]煤炭科学研究总院开采研究分院,北京100013 [3]煤炭资源高效开采与洁净利用国家重点实验室,北京100013

出　　处：《采矿与岩层控制工程学报》2023年第6期59-66,共8页Journal of Mining and Strata Control Engineering

基　　金：天地科技股份有限公司开采设计事业部基金资助项目(TDKC-2022-QN-05);天地科技股份有限公司开采设计事业部重点基金资助项目(KJ-2022-KCZD-01)。

摘　　要：为深入研究煤矿地应力与埋深的关系,以“中国煤矿应力环境数据库”为数据统计来源,经过数据的转换和筛选,最终选取1147组地应力数据作为研究对象,采用数理统计和力学的方法重点对主应力、三向侧压比、水平剪应力等参数随埋深的变化进行了分析。研究结果表明:(1)1147组实测数据中,逆断型应力状态(σ_(H)>σ_(h)>σ_(V))占25%,走滑型应力状态(σ_(H)>σ_(V)>σ_(h))占55%,正断型应力状态(σ_(V)>σ_(H)>σ_(h))占20%;中低应力区数据较多,占65%以上。煤矿井下三向应力在埋深0~148 m时,为逆断型应力状态;在埋深148~1089 m时为走滑型应力状态;埋深超过1089 m时为正断型应力状态。(2)埋深越小,侧压比分布越离散,取值越大;埋深越大,侧压比越小并最终趋于固定值,平均主应力侧压比K_(av)趋近0.6,最大主应力侧压比K_(H)趋近0.8,最小主应力侧压比K_(h)趋近0.4。(3)K_(av)=1时对应的煤矿“临界深度”为329 m,即平均水平主应力与垂直应力相等时对应的埋深为329 m。(4)得到了水平剪应力相对大小μ_(m)随埋深变化的拟合公式,μ_(m)主要集中在0.15~0.35,平均为0.25左右;μ_(m)值越大,断层越容易滑动失稳,μ_(m)超过0.35的煤矿区域应重点监测其大型断层的稳定性。A total of 1147 in-situ stress data sets were selected from"the data of underground coal mine environmental in-situ stress in China"to deeply investigate the relationship between the stress and buried depth of coal mine strata.This study focused on the analysis of the evolution of principal stress,lateral pressure ratio,and horizontal shear stress(μ_(m))with buried depth using mechanics and mathematical statistics.The results showed that the proportion of reverse fault stress state(σ_(H)>σ_(h)>σ_(V)),strike slip stress state(σ_(H)>σ_(V)>σ_(h)),and normal fault stress state(σ_(V)>σ_(H)>σ_(h))was 25%,55%,and 20%,respectively.There were many data in the middle and low stress area,accounting for more than 65%.When the buried depth was 0-148 m,the three-dimensional stress in the coal mine was in the state of reverse fault stress.The three-dimensional stress state changed to strike slip stress state when the buried depth was 148-1089 m.The three-dimensional stress state turned into normal fault stress state as the buried depth was higher than 1089 m.The shallower of the buried depth,the more discrete the distribution of lateral pressure ratio and the greater of the ratio was.The lateral pressure ratio decreased gradually with buried depth and finally tended to a constant value.The value of K_(av),KH,and Kh was about 0.6,0.8,and 0.4,respectively.The"critical depth"of coal mines was 329 m for K_(av)=1.A fitted formula for the relationship between horizontal shear stressμ_(m) and buried depth was proposed in this study.Theμ_(m) was mainly concentrated between 0.15 and 0.35,with an average of around 0.25.The larger theμ_(m) value,the more likely the fault was to slip and became unstable.The coal mines where theμ_(m) exceeds 0.35 should be closely monitored for the stability of large faults.

关 键 词：煤矿 地应力 埋深 回归统计 

分 类 号：TD31[矿业工程—矿井建设]