首页|彬长矿区冲击地压矿井地应力分布规律研究

彬长矿区冲击地压矿井地应力分布规律研究

扫码查看
为探究彬长矿区深部冲击地压矿井地应力分布规律,采用水压致裂法和应力解除法在6座代表性煤矿的28个测点开展地应力测试并对测量结果进行深入分析.结果表明,研究区域垂直主应力一般比最大水平主应力要小,水平应力占地应力主要部分,构造应力场特征显著;无低地应力场区,中、高及超高地应力场区均有分布,以高及超高地应力场区为主.文家坡煤矿、胡家河煤矿及雅店煤矿最大水平主应力方向集中在NE,大佛寺煤矿、孟村煤矿和小庄煤矿最大水平主应力方向集中在NW.基于最大水平主应力方向与彬长矿区矿井开拓(准备)大巷、回采巷道轴向间夹角,分析了地应力对巷道稳定性的影响.水平主应力总体上与埋深呈正相关关系,最小水平主应力与埋深相关性相较最大水平主应力要差;侧压比位于0.98~2.25范围且主要集中在1~2,只有1个测点小于1,随着埋深增加,侧压比整体逐渐增加,但离散性加强;随着埋深增加,最大、最小主应力相对差值有增大趋势,水平主应力差比在0.5上下波动,矿井不同开采水平水平主应力差均较大.
Research on in-situ stress distribution law of coal mines with rock burst hazard in Binchang mining area
To investigate the in-situ stress distribution law of deep coal mines with rock burst hazard in Binchang mining area,in-situ stress tests were conducted at 28 measurement points in 6 typical coal mines using both hydraulic fracturing and stress relief methods,followed by an in-depth analysis of the results.The findings indicated that the vertical principal stress in the study area was generally smaller than the maximum horizontal principal stress,with the horizontal stress constituting the main part of the in-situ stress,and the characteristics of the tectonic stress field were significant;There was no area with low in-situ stress in the strdy area,and areas with medium,high,and ultra-high in-situ stress were all present,with a predominance of high and ultra-high in-situ stress fields.The direction of the maximum horizontal principal stress at the Wenjiapo Coal Mine,Hujiahe Coal Mine and Yadian Coal Mine was concentrated in the northeast,while that at the Dafosi Coal Mine,Mengcun Coal Mine and Xiaozhuang Coal Mine was focused on the northwest.Based on the angle between the direction of the maximum horizontal principal stress and the axial directions of the main driving(preparation)roadway and mining roadway in the Binchang mining area,the impact of in-situ stress on the stability of the roadways was analyzed.The horizontal principal stress was overall positively correlated with depth,with the correlation of the minimum horizontal principal stress with depth being weaker compared to the maximum horizontal principal stress;The lateral pressure ratio ranged from 0.98 to 2.25,mainly concentrated between 1 and 2,with only one measurement point's lateral pressure ratio less than 1,and the lateral pressure ratio gradually increased overall with the increase of depth,but the dispersion intensified;With increasing depth,there was a increasing trend of relative difference between the maximum and minimum principal stresses,with the horizontal principal stress difference ratio fluctuating around 0.5,and significant differences in horizontal principal stresses at different mining levels of the coal mines.

rock bursthydraulic fracturing methodstress relief methodin-situ stressBinchang mining area

冯友良、何杰、席国军、王飞、窦桂东、武龙云

展开 >

中煤科工开采研究院有限公司,北京市朝阳区,100013

陕西彬长矿业集团有限公司,陕西省咸阳市,712000

冲击地压 水压致裂法 应力解除法 原岩应力 彬长矿区

2024

中国煤炭
煤炭信息研究院

中国煤炭

CSTPCD北大核心
影响因子:0.736
ISSN:1006-530X
年,卷(期):2024.50(12)