Citation: | YUEHai, . An analysis of the temperature effect of irregular failure in deep rock mass[J]. Hydrogeology & Engineering Geology, 2017, 44(1): 48-56. |
[1] |
[1]吴成,张平.高地应力硬岩洞室开挖破坏区数值模拟方法探讨[J].水文地质工程地质,2012,39(6):35-42.
[WU C, ZHANG P. Analysis of numerical simulation methods for excavation failure zone of deep underground opening in hard rocks with high geostress [J].Hydrogeology & Engineering Geology,2012,39(6):35-42. ( in Chinese)]
|
[2] |
[2]钱七虎,李树忱.深部岩体工程围岩分区破裂化现象研究综述[J].岩石力学与工程学报,2008,27(6):1279-1283.
[QIAN Q H,LI S C. A review of research on zonal disintegration phenomenon in deep rock mass engineering,[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(6):1279-1283.(in Chinese)]
|
[3] |
[3]高富强,康红普,林健.深部巷道围岩非规则破裂化数值模拟[J].煤炭学报,2010,35(1):21-25.
[GAO F Q, KANG H P, LIN J. Numerical simulation of zonal disintegration of surrounding rock mass in deep mine roadways[J]. Journal of China Coal Society,2010,35(1):21-25.(in Chinese)]
|
[4] |
[4]肖旺,苏永华,方砚兵.考虑锚杆支护的深部围岩分层破裂数值模拟[J].水文地质工程地质,2016,43(1):65-69.
[XIAO W, SU Y H, FANG Y B. Numerical simulation of zonal disintegration in deep rock mass by considering bolting support[J].Hydrogeology & Engineering Geology, 2016,43(1):65-69.(in Chinese)]
|
[5] |
[5]何满潮.深部开采工程岩体力学的现状及其展望[C]//第八次全国岩石力学与工程学术大会论文集.北京:科学出版社,2004:88-94.
[HE M C. Present state and perspective of rock mechanics in deep mining engineering[C]//Proceeding of the 8th Rock Mechanics and Engineering Conference. Beijing: Science Press, 2004:88-94. (in Chinese)]
|
[6] |
[6]陈杰冠.利用地温预测岩体初始地应力的可行性探讨[J]. 武汉科技大学学报,1984(4):127-128.
[CHEN J G. The feasibility of using geothermal to predict rock mass initial stress[J]. Journal of Wuhan University of Science and Technology, 1984(4): 127-128.(in Chinese)]
|
[7] |
[7]杨世铭,陶文铨.传热学[M].北京:高等教育出版社,2006:52.[YANG S M, TAO W S. Heat transfer[M]. Beijing:Higher Education Press,2006:52.(in Chinese)]
|
[8] |
[8]刘佑荣,唐辉明.岩体力学[M].北京:中国地质大学出版社,2006:40.
[LIU Y R, TANG H M. Rock mass mechanics [M].Beijing:China University of Geosciences Press,2006:40.(in Chinese)]
|
[9] |
[9]陈国庆.深埋岩体隧道卸荷热-力效应及岩爆趋势[J].岩石力学与工程学报,2013,32(8):1559-1560.
[CHEN G Q. Thermo-mechanical coupling and rock burst tendency analysis of deep herd rock tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(8):1559-1560.(in Chinese)]
|
[10] |
[10]刘瑞雪,茅献彪,张连英,等.温度对泥岩力学性能的影响[J].矿业研究与开发,2012,32(4):98-99.[LIU R X, MAO X B,ZHANG L Y, et al. Influence of Temperature on Mechanical Properties of Mudstone[J]. Mining Research and Development,2012,32(4):98-99.(in Chinese)]
|
[11] |
[11]许锡昌,刘泉声. 高温下花岗岩基本力学性质初步研[J]. 岩土工程学报,2000,22(3):332-335.
[XU X C,LIU Q S. A preliminary study of basic mechanical properties for granite at high temperature[J].Chinese Journal of Geotechnical Engineering,2000,22(3):332-335.(in Chinese)]
|
[12] |
[12]李树忱,冯现大,李术才,等.深部岩体分区破裂化现象数值模拟[J].岩石力学与工程学报,2011,30(7):1339-1343.
[LI S C, FENG X D, LI S C, et al. Numerical simulation of zonal disintegration for deep rock mass [J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(7):1339-1343.(in Chinese)]
|