节点文献

深井泥岩吸水软化规律实验研究

Experiment Study on Water Absorption and Strength Softening of Mudstone in Deep Roadway

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 杨晓杰王嘉敏张秀莲刘晨康耿强赵东东宋志刚

【Author】 YANG Xiao-jie;WANG Jia-min;ZHANG Xiu-lian;LIU Chen-kang;GENG Qiang;ZHAO Dong-dong;SONG Zhi-gang;State Key Laboratory of Deep Geomechanics and Underground Engineering;School of Mechanics and Civil Engineering, China University of Mining and Technology;

【机构】 深部岩土力学与地下工程国家重点实验室中国矿业大学(北京)力学与建筑工程学院

【摘要】 为研究深井泥岩的水理性质,利用自主研发的深部软岩水理智能测试系统,对辽宁省大强煤矿的巷道泥岩进行吸水实验,并对不同吸水时间的泥岩进行单轴压缩实验,进一步揭示其遇水后强度软化机理。实验结果表明:大强煤矿泥岩的吸水过程可划分为非线性减速吸水和等速吸水2个阶段;单轴抗压强度随吸水时间的增长呈负指数衰减。

【Abstract】 In order to study the hydrophilic characteristics of deep mudstone, the deep-soft rock water intelligent test system was used to test the water absorption of mudstone in Daqiang coal mine of Liaoning province. The uniaxial compression experiment of mudstone with different water absorption time was carried out to further reveal the mechanism of strength softening. The experimental results show that the water absorption process of the mudstone can be divided into two stages: nonlinear deceleration water absorption and constant velocity water absorption. The uniaxial compressive strength decays exponentially with the increase of water absorption time.

【基金】 国家自然科学基金资助项目(41672347);北京市自然科学基金项目(8142032);教育部博士点基金项目(20130023110021)
  • 【分类号】TD315
  • 【被引频次】9
  • 【下载频次】293
节点文献中: 

本文链接的文献网络图示:

本文的引文网络