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作 者:李清[1] 张随喜[1,2] 于强[1] 徐文龙[1] 朱各勇 LI Qing1, ZHANG Sui-xi1,2, YU Qiang1, XU Wen-long1, ZHU Ge-yong1(1. School of Mechanics and Civil Engineering, China University of Mining and Teehnology(Beijing), Beijing 100083, China; 2. Huozhou Coal Electricity Group Co., Ltd., Huozhou 031400, China)
机构地区:[1]中国矿业大学(北京)力学与建筑工程学院,北京100083 [2]霍州煤电集团有限责任公司,山西霍州031400
出 处:《煤炭技术》2018年第4期13-15,共3页Coal Technology
基 金:国家自然科学基金(51374212)
摘 要:对山浪煤矿5-304工作面直接顶页岩、老顶灰岩岩样进行圆盘劈裂、单轴及三轴压缩力学实验,分析了风氧化带内2种围岩岩样的抗拉强度和单轴、三轴抗压强度以及弹性模量和泊松比平均值与围压之间的关系。实验结果为受风氧化影响的煤矿巷道围岩支护提供基础力学参数。Through the disk splitting, uniaxial and triaxial compression mechanical properties experiments of immediate roof shale and main roof limestone in 5-304 working face, not only the tensile strength, uniaxial and triaxial compressive strength,but also the relationship between average value of elastic modulus and Poisson's ratio with the confining oxygenized zone were analyzed. The experiment pressure of these rock specimens from efflorescent results provided effective mechanical properties for roadway surrounding rock support in efflorescent oxygenized zone of coal mine.
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