李鹏, 苗胜军. 中国煤矿矿区地应力场特征与断层活动性分析[J]. 煤炭学报, 2016, 41(S2): 319-329. DOI: 10.13225/j.cnki.jccs.2016.0303
引用本文: 李鹏, 苗胜军. 中国煤矿矿区地应力场特征与断层活动性分析[J]. 煤炭学报, 2016, 41(S2): 319-329. DOI: 10.13225/j.cnki.jccs.2016.0303
LI Peng, MIAO Sheng-jun. Analysis of the characteristics of in-situ stress field and fault activity in the coal mining area of China[J]. Journal of China Coal Society, 2016, 41(S2): 319-329. DOI: 10.13225/j.cnki.jccs.2016.0303
Citation: LI Peng, MIAO Sheng-jun. Analysis of the characteristics of in-situ stress field and fault activity in the coal mining area of China[J]. Journal of China Coal Society, 2016, 41(S2): 319-329. DOI: 10.13225/j.cnki.jccs.2016.0303

中国煤矿矿区地应力场特征与断层活动性分析

Analysis of the characteristics of in-situ stress field and fault activity in the coal mining area of China

  • 摘要: 地应力场研究是岩石力学与采矿工程中的一项重要工作,随着煤矿向深部开采,地应力的作用更加凸显。通过回归分析优化处理后的中国煤矿矿区219组实测地应力数据,对中国煤矿矿区地应力场分布特征及其与断层活动性的关系有一些新的认识。目前中国煤矿矿区的地应力场类型主要以σH> σh> σv型和σH> σv> σh型为主,但σH> σv> σh型居多;研究区以高地应力值矿区居多,中等应力和超高应力值矿区也占有一定比例,低应力值矿区最少;最大水平主应力、最小水平主应力与垂直主应力均随深度呈几乎线性增长关系,水平构造应力处于主导地位;随着埋深的增加,3个侧压系数呈现减小的趋势,KH向1.31趋近,Kh向0.74趋近,Kav向1.03趋近;水平差应力值分布离散,其大小范围为0.85~19.51 MPa,平均为8.80 MPa;最大与最小水平主应力的比值主要集中在1.50~2.00;在当前的应力状态下,摩擦因数取0.6, 1.0时,研究区断层不易出现滑动失稳现象,在整体评价研究区断层稳定性时,断层滑动失稳标准取摩擦因数为0.6比较合适。

     

    Abstract: The study of in-situ stress field is an important task in rock mechanics and mining engineering.With the coal mining goes into deep mining, the effect of in-situ stress is more prominent.Some new understandings about the in-situ stress field distribution characteristics and the relationship between in-situ stress and fault activity in China's coal mining area are obtained with the analysis of the 219 sets of measured in-situ stress data.There are mainly two types of stress field in China coal mining area:σH> σh> σvand σH> σv> σh, but the type of σH> σv> σh accounts for a larger percentage.In the research area, the high ground stress is the majority, the medium stress and the super high stress mining area also occupy a certain proportion, and the low stress mining area is the least.The maximum horizontal principal stress, the minimum horizontal principal stress and the vertical principal stress almost linearly increase with the depth, and the horizontal tectonic stress is in the leading position.The three lateral pressure coefficients decrease with the increase of depth, KH gradually tends to 1.31, Kh gradually tends to 0.74 and Kav gradually tends to 1.03.The distribution of horizontal differential stress is discrete, its range is from 0.85 MPa to 19.51 MPa and the average is 8.80 MPa.Ratio of maximum horizontal principal stress and minimum horizontal principal stress is mainly concentrated from 1.5 to 2.0.The faults of the study area are less prone to sliding instability phenomenon when the friction coefficient are 0.6 and 1.0 under the current stress state, in the overall evaluation of the fault stability of the study area, the standard of the fault sliding instability criteria for the friction coefficient of 0.6 is more appropriate.

     

/

返回文章
返回