[1]韦四江,李奎,吴怡凡,等.冲击地压下巷道围岩失稳机制与控制技术研究综述[J].中国安全科学学报,2016,26(9):90-95.
WEI Sijiang, LI Kui, WU Yifan, et al. A review of instability mechanism and control technology of roadway surrounding rock under rock burst condition[J].China Safety Science Journal,2016,26(9):90-95.
[2]杨旭旭,靖洪文,陈坤福,等.深部原岩应力对巷道围岩破裂范围的影响规律研究[J].采矿与安全工程学报,2013,30(4): 495-500.
YANG Xuxu, JING hongwen, CHEN Kunfu, et al. Study on influence law of in-situ stress in deep underground rocks on the size of failure zone in roadway[J].Journal of Mining & Safety Engineering,2013,30(4):495-500.
[3]樊克恭.巷道围岩弱结构损伤破坏效应与非均称控制机理研究[D].青岛:山东科技大学, 2003.
[4]SHEN WL, BAI JB, WANG XY, et al. Response and control technology for entry loaded by mining abutment stress of a thick hard roof [J]. International Journal of Rock Mechanics and Mining Sciences, 2016,90:26-34.
[5]李树清. 深部煤巷围岩控制内、外承载结构耦合稳定原理的研究[D].长沙:中南大学, 2008.
[6]STIROS S C, KONTOGIANNI V A. Coulomb stress changes: From earthquakes to underground excavation failures[J]. International Journal of Rock Mechanics and Mining Sciences, 2009, 46(1): 182-187.
[7]周波,袁亮,薛俊华,等. 巷道顶板三维板梁结构的传力机制研究[J]. 中国安全生产科学技术,2017,13(12):131-137.
ZHOU Bo,YUAN Liang,XUE Junhua, et al. Study on force transfer mechanism of roadway roof with three-dimensional plate girder structure [J].Journal of Safety Science and Technology,2017,13(12):131-137.
[8]辛亚军,安定超,李梦远.巷道围岩再造承载层机理及数值模拟[J].中国安全生产科学技术,2016,12(6):36-41.
XIN Yajun,AN Dingchao,LI Mengyuan.Mechanism and numerical simulation of renewable bearing stratum in roadway surrounding rock[J].Journal of Safety Science and Technology,2016,12(6):36-41.
[9]LI W, BAI J, PENG S, et al. Numerical modeling for yield pillar design: a case study [J]. Rock Mechanics and Rock Engineering, 2014, 48(1): 305-318.
[10]黄兴,刘泉声,康永水,等.砂质泥岩三轴卸荷蠕变试验研究[J].岩石力学与工程学报,2016,35(A01):2653-2662.
HUANG Xing, LIU Quansheng, KANG Yongshui, et al.Triaxial unloading creep experimental study of sandy mudstone[J].Chinese Journal of Rock Mechanics and Engineering,2016,35(A01):2653-2662.
[11]解廷堃,李二利,刘如成.炭质页岩常规三轴试验和本构方程的研究[J].露天采矿技术,2008(6):7-10.
XIE Tingkun, LI Erli, LIU Rucheng.Research on carbonaceous shale general tri-axial test and constitutive equation[J].Opencast Mining Technology,2008(6):7-10.
[12]刘泉声,刘恺德,朱杰兵,等. 高应力下原煤三轴压缩力学特性研究[J]. 岩石力学与工程学报,2014,33(1):24-34.
LIU Quansheng, LIU Kaide, ZHU Jiebing, et al.Study of mechanical roperties of raw coal under high stress with triaxial comperssion[J].Chinese Journal of Rock Mechanics and Engineering,2014,33(1):24-34.
[13]王东,刘长武,王丁,等. 三向应力下典型岩石破坏预警及峰后特性[J]. 西南交通大学学报,2012,47(1):90-96.
WANG Dong,LIU Changwu,WANG Ding, et al.Failure prediction and post-failure behavior of typical rock under triaxial compression[J]. Journal of Southwest Jiaotong University,2012,47(1):90-96.
[14]王来贵,张红记,张春会,等. 含水率和围压对安家岭泥岩峰后力学特性影响的试验研究[J]. 实验力学,2016,31(5):683-693.
WANG Laigui, ZHANG Hongji, ZHANG Chunhui,et al.Experimental investigation on the effects of confining pressure and moisture content on post-peak mechanical behavior of anjialing mudstone[J].Journal of Experimental Mechanics,2016,31(5):683-693.
[15]张春会,赵全胜,王来贵,等. 三轴压缩岩石应变软化及渗透率演化的试验和数值模拟[J]. 煤炭学报,2015,40(8):1774-1782.
ZHANG Chunhui, ZHAO Quansheng,WANG Laigui, et al.Test and numerical modeling on strain softening behavior and permeability evolution of rock under tri-axial compression[J].Journal of China Coal Society,2015,40(8):1774-1782.
[16]徐速超. 硬岩脆性破坏过程机理与应用研究[D].沈阳:东北大学,2010.
[17]陈梁,茅献彪,李明,等. 基于Drucker-Prager准则的深部巷道破裂围岩弹塑性分析[J]. 煤炭学报,2017,42(2):484-491.
CHEN Liang,MAO Xianbiao,LI Ming,et al. Elastoplastic analysis of cracked surrounding rock in deep roadway based on Drucker-Prager criterion[J]. Journal of China Coal Society,2017,42(2):484-491.
[18]张信贵,许胜才,严利娥,等. Drucker-Prager准则参数有效性及第二主应力对强度的影响分析[J]. 应用力学学报,2015,32(5):810-816.
ZHANG Xingui, XU Shengcai, YANG Lie,et al.Drucker prager criterion parameter validation and second principal stress effect on the strength analysis[J].Chinese Journal of Applied Mechanics, 2015,32(5):810-816.
[19]郑颖人,孔亮,刘元雪. 塑性本构理论与工程材料塑性本构关系[J]. 应用数学和力学,2014,35(7):713-722.
ZHENG Yingren, KONG Liang, LIU Yuanxue. Plastic constitutive relation and plastic constitutive theory for engineering materials[J]. Applied Mathematics and Mechanics,2014,35(7):713-722.