TESTING STUDY OF CREEP CHARACTERISTIC AND FAILURE MODE OF SOFT ROCKS AT JINCHUAN MINE
WANG Weiwei1，WANG Wenxing2
(1. Institute of Rock and Soil Mechanics，Chinese Academy of Sciences，Wuhan，Hubei 430071，China；2. School of Resources and Safety Engineering，Central South University，Changsha，Hunan 410083，China)
汪为巍1，王文星2. 金川高应力软岩蠕变特性及破坏形态试验研究[J]. 岩石力学与工程学报, 2014, 33(S1): 2794-2801.
WANG Weiwei1，WANG Wenxing2. TESTING STUDY OF CREEP CHARACTERISTIC AND FAILURE MODE OF SOFT ROCKS AT JINCHUAN MINE. , 2014, 33(S1): 2794-2801.
[1] LAMA R D，VUTUKURI V S. Handbook on mechanical properties of rocks，testing techniques and results，volume III[M]. Clausthal，Germany：Trans. Tech. Publications，1978：103–106.
[2] ADACHI T，TAKASE A A. Prediction of long term strength of soft sedimentary rock[C]// ISRM international Symposium. Japan：[s. n.]，1981：93–98.
[3] HAYANO K，MATSMOTO M. Study of triaxial creep testing method and model for creep deformation on sedimentary soft rocks[C]// Proceedings of the 29th Symposium of Rock Mechanics. Japan：[s. n.]，1999：8–14.
[4] 刘同有，周成浦. 金川镍矿采矿过程中岩层控制的问题[M]. 兰州：兰州大学出版社，1996：23–25.(LIU Tongyou，ZHOU Chengpu. Mining process problems of rock-layer at Jinchuan nickel mine[M]. Lanzhou：Lanzhou University Publishing House，1996：23–25.(in Chinese))
[5] 刘 高，王小春，聂德新. 金川矿区地下巷道围岩应力场特征及演化机制[J]. 地质灾害与环境保护，2002，13(4)：40–45.(LIU Gao，WANG Xiaochun，NIE Dexin. The characteristics and evolution mechanism of stresses in surrounding rocks of underground works in Jinchuan mine[J]. Journal of Geological Hazards and Environment Preservation，2002，13(4)：40–45.(in Chinese))
[6] 杨新安，黄宏伟，刘保卫. 金川高应力碎裂岩体巷道变形与支护技术研究[J]. 湘潭矿业学院学报，2000，15(3)：12–16.(YANG Xin?an，HUANG Hongwei，LIU Baowei. Study on the deformation and support of weak rock mass roadway in the Jinchuan nickel mine[J]. Journal of Xiangtan Mining Institution，2000，15(3)：12–16.(in Chinese))
[7] 刘 高，聂德新，韩文峰. 高应力软岩巷道围岩变形破坏研究[J]. 岩石力学与工程学报，2000，19(6)：726–730.(LIU Gao，NIE Dexin，HAN Wenfeng. Deformation and failure of surrounding rocks of roadway in high stressed soft rocks[J]. Chinese Journal of Rock Mechanics and Engineering，2000，19(6)：726–730.(in Chinese))
[8] TIAN Y S，ZHANG W S. Engineering geological characteristics and rheological properties of rock mass in jinchuan nickel mine[C]// Proc. 8th ISRM Congress. Japan：Balkema A. A.，1995：9–12.
[9] 徐 平，杨挺青，徐春敏，等. 三峡船闸高边坡岩体时效特性及长期稳定性分析[J]. 岩石力学与工程学报，2002，21(2)：163–168.(XU Ping，YANG Tingqing，XU Chunmin，et al. Creep characteristic and long-term stability of rock mass in ship lock high slope of the Three Gorges Project[J]. Chinese Journal of Rock Mechanics and Engineering，2002，21(2)：163–168.(in Chinese))
[10] ISRM. 岩石力学试验建议方法(上集)[M]. 郑雨天译. 北京：煤炭工业出版社，1982：67–69.(ISRM. Advising methods of rock mechanics testing[M]. Translated by ZHENG Yutian. Beijing：Coal Industry Publishing Press，1982：67–69.(in Chinese))
[11] 张忠亭，罗居剑. 分级加载下岩石蠕变特性研究[J]. 岩石力学与工程学报，2004，23(2)：218–222.(ZHANG Zhongting，LUO Jujian. Study on creep properties of rock under step load[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(2)：218–222.(in Chinese))
[12] 徐志英. 岩石力学[M]. 北京：中国水利水电出版社，1997：55–62.(XU Zhiying. Rock mechanics[M]. Beijing：China Water Power Press，1997：55–62.(in Chinese))
[13] 沈明荣，朱根桥. 规则齿形结构面的蠕变特性试验研究[J]. 岩石力学与工程学报，2004，23(2)：223–226.(SHEN Mingrong，ZHU Genqiao. Testing study on creep characteristic of regularly dentate discontinuity[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(2)：223–226.(in Chinese))
[14] 张晓春. 中厚软岩板静载弯曲时中面特性的时间相关分析[J]. 岩石力学与工程学报，2004，23(9)：1 424–1 427.(ZHANG Xiaochun. Time-dependency of neutral surface feature of mid-thick soft rock plate under static load bending[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(9)：1 424–1 427.(in Chinese))
[15] WU W，H Z M. Damage and creep model for rock salt as well as its validation[J]. Chinese Journal of Rock Mechanics and Engineering，2002，21(12)：1 797–1 804.
[16] 秦跃平，王 林，孙文标，等. 岩石损伤流变理论模型研究[J]. 岩石力学与工程学报，2002，21(增2)：2 291–2 295.(QIN Yueping，WANG Lin，SUN Wenbiao，et al. Study on rheological theory model of rock damage[J]. Chinese Journal of Rock Mechanics and Engineering，2002，21(Supp.2)：2 291–2 295.(in Chinese))
[17] 曹树刚，边 金，李 鹏. 岩石蠕变本构关系及改进的西原正夫模型[J]. 岩石力学与工程学报，2002，21(5)：632–634.(CAO Shugang，BIAN Jin，LI Peng. Rheologic constitutive relationship of rocks and a modified model[J]. Chinese Journal of Rock Mechanics and Engineering，2002，21(5)：632–634.(in Chinese))
[18] 刘绘新，张 鹏，盖 峰. 四川地区盐岩蠕变规律研究[J]. 岩石力学与工程学报，2002，21(9)：1 290–1 294.(LIU Huixin，ZHANG Peng，GAI Feng. Study on creep rule of salt rock in Sichuan region[J]. Chinese Journal of Rock Mechanics and Engineering，2002，21(9)：1 290–1 294.(in Chinese))
[19] 朱合华，叶 斌. 饱水状态下隧道围岩蠕变力学性质的试验研 究[J]. 岩石力学与工程学报，2002，21(12)：1 971–1 796.(ZHU Hehua，YE Bin. Experimental study on mechanical properties of rock creep in saturation[J]. Chinese Journal of Rock Mechanics Engineering，2002，21(12)：1 791–1 796.(in Chinese))
2014, Vol. 33 
