[1] 钱七虎.非线形岩石力学的新进展―深部岩体力学的若干关键问题[C]∥第八次全国岩石力学与工程学术会议论文集.北京:科学出版社,2004:10-17(QIAN Qi-hu. The Current Development of Nonlinear Rock Mechanics: The Mechanics Problems of Deep Rock Mass[C]∥Proceedings of the 8th National Conference on Rock Mechanics and Engineering. Beijing: Science Press, 2004:10-17. (in Chinese))
[2] 王思敬.中国岩石力学与工程的世纪成就与历史使命[J].岩石力学与工程学报,2003,22(6):867-871.(WANG Si-jing. Century Achievement and New Historical Mission of Rock Mechanics and Engineering in China[J]. Chinese Journal of Rock Mechanics and Engineering, 2003,22(6):867-871.(in Chinese))
[3] 邬爱清. 岩石力学试验技术及其工程应用的现状与展望. 岩石力学与岩石工程学科发展报告[C]∥北京:中国科学技术出版社,2010:53-61.(WU Ai-qing. A Comprehensive Review of Rock Mechanical Test Technique and Their Engineering Applications: Report on Advances in Rock Mechanics and Rock Engineering[M]. Beijing: Science and Technology of China, 2010:53-61.(in Chinese))
[4] 许东俊,幸志坚,李小春,等. RT3型岩石高压真三轴仪的研制[J]. 岩土力学,1990,11(2):1-14. (XU Dong-jun, XING Zhi-jian, LI Xiao-chun, et al. Development of RT3 Type Rock High Pressure True Triaxial Machine[J]. Rock and Soil Mechanics, 1990,11(2):1-14.(in Chinese))
[5] 葛修润,周百海. 岩石力学室内试验装置的新进展——RMT-64岩石力学试验系统[J]. 岩土力学,1994,15(1):50-56.(GE Xiu-run, ZHOU Bai-hai. The New Development for Rock Mechanical Test Equipment in Laboratory -RMT -64 Rock Mechanical Test System[J]. Rock and Soil Mechanics, 1994,15(1):50-56.(in Chinese))
[6] 沈明荣,何之民. 岩石双轴流变试验机及其应用[J]. 试验技术与试验机,2002,42(1-2):5-6,9. (SHEN Ming-rong, HE Zhi-min. Rock Biaxial Rheological Testing Machine and Its Applications[J]. Journal of Testing Technology and Testing Machine, 2002,42(1-2):5-6,9.(in Chinese))
[7] 邬爱清,周火明,胡建敏,等. 高围压岩石三轴流变试验仪研制[J]. 长江科学院院报,2006,23(4):28-31. (WU Ai-qing, ZHOU Huo-ming, HU Jian-min, et al. Development of a Triaxial Rheological Testing Machine with High Pressure Confinement in Rock Mechanics[J]. Journal of Yangtze River Scientific Research Institute, 2006,23(4):28-31.(in Chinese))
[8] 赵阳升,万志军,张 渊, 等. 20MN 伺服控制高温高压岩体三轴试验机的研制[J]. 岩石力学与工程学报,2008,27(1):1-8. (ZHAO Yang-sheng, WAN Zhi-jun, ZHANG Yuan, et al. Research and Development of 20MN Servo-controlled Rock Triaxial Testing System with High Temperature and High Pressure[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(1):1-8.(in Chinese))
[9] 夏才初,王 伟. 岩石节理剪切-渗流耦合试验系统的研制[J]. 岩石力学与工程学报,2008,27(6):1287-1291. (XIA Cai-chu, WANG Wei. Development of Coupling Shear-seepage Test System for Rock Joints[J]. Chinese Journal of Rock Mechanics and Engineering, 2008,27(6):1287-1291.(in Chinese))
[10]张宜虎,周火明,钟作武,等. YXSW-12现场岩体真三轴试验系统及其应用[J]. 岩石力学与工程学报,2011,30(11):2312-2320.(ZHANG Yi-hu, ZHOU Huo-ming, ZHONG Zuo-wu, et al. In situ Rock Masses Triaxial Test System YXSW-12 and Its Application[J]. Chinese Journal of Rock Mechanics and Engineering, 2011,30(11):2312-2320.(in Chinese))
[11]李维树,周火明,钟作武,等. 岩体真三轴现场蠕变试验系统研制与应用[J]. 岩石力学与工程学报,2012,31(8):1636-1641. (LI　Wei-shu, ZHOU Huo-ming, ZHONG Zuo-wu, et al. Development of Rock Mass True-triaxial Site Creep Testing System and Its Application[J]. Chinese Journal of Rock Mechanics and Engineering, 2012,31(8):1636-1641.(in Chinese))
[12]高春玉,徐 进,何 鹏,等.大理岩加卸载力学特性的研究[J].岩石力学与工程学报,2005,24(3):456-460.(GAO Chun-yu, XU Jin, HE Peng, et al. Study on Mechanical Properties of Marble under Loading and Unloading Conditions[J]. Chinese Journal of Rock Mechanics and Engineering, 2005,24(3):456-460.(in Chinese))
[13]周宏伟,谢和平,左建平.深部高地应力下岩石力学行为研究进展.力学进展,2005,35(1):91-99.(ZHOU Hong-wei, XIE He-ping, ZUO Jian-ping. Developments in Researches of Mechanical Behaviors of Rocks under the Condition of High Ground Pressure in the Depths[J]. Advances in Mechanics, 2005,35(1):91-99.(in Chinese))
[14]陈景涛,冯夏庭. 高地应力下岩石的真三轴试验研究[J]. 岩石力学与工程学报,2006,25(8):1537-1543.(CHEN Jing-tao, FENG Xia-ting. True Tri-axial Experimental Study on Rock with High Geostress[J]. Chinese Journal of Rock Mechanics and Engineering, 2006,25(8):1537-1543.(in Chinese))
[15]李宏哲,夏才初,闫子舰,等. 锦屏水电站大理岩在高应力条件下的卸荷力学特性研究[J]. 岩石力学与工程学报,2007,26(10):2104-2109.(LI Hong-zhe, XIA Cai-chu, YAN Zi-jian, et al. Study on Marble Unloading Mechanical Properties of Jinping Hydropower Station under High Geostress Conditions[J]. Chinese Journal of Rock Mechanics and Engineering, 2007,26(10):2104-2109.(in Chinese))
[16]汪 斌,朱杰兵,邬爱清,等. 锦屏大理岩加、卸载应力路径下力学性质试验研究[J]. 岩石力学与工程学报,2008,27(10):2138-2145. (WANG Bin, ZHU Jie-bing, WU Ai-qing, et al. Experimental Study on Mechanical Properties of Jinping Marble under Loading and Unloading Stress Paths[J]. Chinese Journal of Rock Mechanics and Engineering, 2008,27(10):2138-2145.(in Chinese))
[17]黄润秋,黄 达. 高地应力条件下卸荷速率对锦屏大理岩力学特性影响规律试验研究[J]. 岩石力学与工程学报,2010,29(1):21-34.(HUANG Run-qiu, HUANG Da. Experimental Research on Affection Laws of Unloading Rates on Mechanical Properties of Jinping Marble under High Geostress[J]. Chinese Journal of Rock Mechanics and Engineering, 2010,29(1):21-34.(in Chinese))
[18]周火明. 深埋隧洞大理岩卸荷路径真三轴强度参数研究[J]. 岩石力学与工程学报,2012,31(8):1524-1529.(ZHOU Huo-ming. Study of True Triaxial Strength Parameters in Unloading Path of Marbles in Deep Tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2012,31(8):1524-1529.(in Chinese))
[19]陈卫忠,刘豆豆,杨建平,等.大理岩卸围压幂函数型 Mohr 强度特性研究[J].岩石力学与工程学报,2008,27(11):2214-2220. (CHEN Wei-zhong, LIU Dou-dou, YANG Jian-ping, et al. Power Function Based Mohr Strength Criterion for Marble with Unloading Confining Pressures[J]. Chinese Journal of Rock Mechanics and Engineering, 2008,27(11):2214-2220.(in Chinese))
[20]汪 斌,朱杰兵. 高应力下岩石非线性强度特性的试验验证[J]. 岩石力学与工程学报,2010,29(3):542-548.(WANG Bin, ZHU Jie-bing. Experimental Validation of Nonlinear Strength Property of Rock under High Geostress[J]. Chinese Journal of Rock Mechanics and Engineering, 2010,29(3):542-548.(in Chinese))
[21]孙 钧. 岩石流变力学及其工程应用研究的若干进展[J]. 岩石力学与工程学报,2007,26(6):1081-1106. (SUN Jun. Rock Rheological Mechanics and Its Advance in Engineering Applications[J]. Chinese Journal of Rock Mechanics and Engineering, 2007,26(6):1081-1106.(in Chinese))
[22]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 Shu-gang, BIAN Jin, LI Peng. Rheological Constitutive Relationship of Rocks and a Modified Model[J]. Chinese Journal of Rock Mechanics and Engineering, 2002,21(5):632-634. ( in Chinese))
[23]徐卫亚,杨圣奇,褚卫江. 岩石非线性黏弹塑性流变模型(河海模型)及其应用[J]. 岩石力学与工程学报,2006, 25(3):433-447. (XU Wei-ya, YANG Sheng-qi, CHU Wei-jiang. Nonlinear Viscoelasto-plastic Rheological Model (Hohai Model) of Rock and Its Engineering Application[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(3):433-447.(in Chinese))
[24]朱杰兵,汪 斌,邬爱清. 锦屏水电站绿砂岩三轴卸荷流变试验及非线性损伤蠕变本构模型研究[J]. 岩石力学与工程学报,2010,29(3):528-534. (ZHU Jie-bing, WANG Bin, WU Ai-qing. Study of Unloading Triaxial Rheological Tests and Its Nonlinear Damage Constitutive Model of Jinping Station Green Sandstone[J]. Chinese Journal of Rock Mechanics and Engineering, 2010,29(3):528-534.(in Chinese))
[25]熊良宵,杨林德. 硬脆岩的非线性粘弹塑性流变模型[J]. 同济大学学报(自然科学版),2010,38(2):188-193. (XIONG Liang-xiao, YANG Lin-de. Viscoelasto-plastic Rheological Model for Brittle hard Rock[J]. Journal of Tongji University (Nature Science), 2010,38(2):188-193.(in Chinese))
[26]沈明荣,张清照. 绿片岩软弱结构面的剪切蠕变特性研究[J]. 岩石力学与工程学报,2010,29(6):1149-1155.(SHEN Ming-rong, ZHANG Qing-zhao. Study of Shear Creep Characteristics of Green Schist Discontinuities[J]. Chinese Journal of Rock Mechanics and Engineering, 2010,29(6):1149-1155.(in Chinese))
[27]夏才初,金 磊,郭 锐. 参数非线性理论流变力学模型研究进展及存在的问题[J]. 岩石力学与工程学报,2011,30(3):454-463.(XIA Cai-chu, JIN Lei, GUO Rui. Nonlinear Theoretical Rheological Model for Rock: A Review and Some Problems[J]. Chinese Journal of Rock Mechanics and Engineering, 2011,30(3):454-463.(in Chinese))
[28]邬爱清. 深部岩体工程特性的理论与实验研究 (国家自然科学基金雅砻江联合基金结题报告)[R]. 武汉:长江科学院,2011. (WU Ai-qing. Theoretical and Experimental Study on Engineering Properties of Deep Rock Mass Engineering: A Final Research Report Supported by the Natural Science Foundation of China Combined with Yalong River Joint Fund[R]. Wuhan: Yangtze River Scientific Research Institute, 2011.(in Chinese))
[29]王广德,石豫川,刘汉超,等. 深埋隧洞围岩分类方法——JPHC分类[J]. 成都理工大学学报:自然科学版, 2006,33(2):168-175.(WANG Guang-de, SHI Yu-chuan, LIU Han-chao,et al. A Surrounding Rock Mass Classification Method: JPHC Method for the Deep Buried Tunnels[J]. Journal of Chengdu University of Technology (Science & Technology Edition), 2006,33(2):168-175.(in Chinese))
[30]刘业科,曹 平,衣永亮,等. 基于地下深部工程岩体特性的RMR系统修正[J]. 中南大学学报(自然科学版),2010,41(4):1497-1505.(LIU Ye-ke, CAO Ping, YI Yong-liang, YI Yong-liang,et al. Revised RMR System on Underground Deep Engineering Rock Mass Property[J]. Journal of Central South University (Science and Technology), 2010,41(4):1497-1505.(in Chinese))
[31]刘现春,石豫川,童建刚. Q系统在西南某水电站TBM施工隧洞围岩质量分类中的应用[J]. 水资源与水工程学报, 2012,22(5):167-170.(LIU Xian-chun, SHI Yu-chuan, TONG Jian-gang. Application of Q-system to Tunnel’s Rock Mass Quality Classification by TBM Construction in a Hydropower Station in Southwest China[J]. Journal of Water Resources & Water Engineering, 2012,22(5):167-170.(in Chinese))
[32]邬爱清,柳赋铮. 国标《工程岩体分级标准》的应用与进展[J]. 岩石力学与工程学报,2012,31(8):1513-1523.(WU Ai-qing, LIU Fu-zheng. Advancement and Application of the Standard of Engineering Classification for Rock Masses[J]. Chinese Journal of Rock Mechanics and Engineering, 2012,31(8):1513-1523.(in Chinese))
[33]刘允芳,龚壁新,罗超文. 深钻孔地应力测量和地应力场分分析及应用[J]. 长江科学院院报,1993,10(2):41-49.( LIU Yun-fang, GONG Bi-xin, LUO Chao-wen. Geostress Survey in Deep Borehole and Analysis of Geostress Field and Its Application[J]. Journal of Yangtze River Scientific Research Institute, 1993,10(2):41-49.(in Chinese))
[34]刘允芳,朱杰兵,刘元坤. 空心包体式三向应变计地应力测量的研究[J]. 岩石力学与工程学报,2001,20(4):448-453.(LIU Yun-fang, ZHU Jie-bing, LIU Yuan-kun. Research on Hollow Inclusion Triaxial Strain Gauge for Geostress Measurement[J]. Chinese Journal of Rock Mechanics and Engineering, 2001,20(4):448-453.(in Chinese))
[35]葛修润,侯明勋. 三维地应力BWSRM 测量新方法及其测井机器人在重大工程中的应用[J]. 岩石力学与工程学报, 2011,30(11): 2161-2180.( GE Xiu-run, HOU Ming-xun. A New 3D In-situ Rock Stress Measuring Method: Borehole Wall Stress Relief Method(BWSRM) and Development of Geostress Measuring Instrument Based on BWSRM and Its Primary Applications to Engineering[J]. Chinese Journal of Rock Mechanics and Engineering, 2011,30(11): 2161-2180.(in Chinese))
[36]刘允芳.在单钻孔中水压致裂法的三维地应力测量[J].岩石力学与工程学报,1999,18(2):192-196. (LIU Yun-fang. Three-Dimensional Geostress Measurement by Hydraulic Fracturing Technique in One Borehole[J]. Chinese Journal of Rock Mechanics and Engineering, 1999,18(2):192-196.(in Chinese))
[37]刘允芳,罗超文,景 锋. 水压致裂法三维地应力测量及其修正和工程应用[J]. 岩土工程学报,1999,21(4):465-470.(LIU Yun-fang, LUO Chao-wen, JING Feng. 3-D Geostress Measurement by Hydrofracturing Technique and Its Engineering Application[J]. Chinese Journal of Geotechnical Engineering, 1999,21(4):465-470.(in Chinese))
[38]蔡美峰,陈长臻,彭 华,等. 万福煤矿深部水压致裂地应力测量[J]. 岩石力学与工程学报,2006,25(5):1069-1074.(CAI Mei-feng, CHEN Chang-zhen, PENG Hua, et al. In-situ Stress Measurement by Hydraulic Fracturing Technique in Deep Position of Wanfu Coal Mine[J]. Chinese Journal of Rock Mechanics and Engineering, 2006,25(5):1069-1074.(in Chinese))
[39]马 鹏,赵国平. 锦屏超高压岩体水压致裂法地应力测试系统研制与应用[J]. 长江科学院院报,2012,29(8): 58-66.(MA Peng, ZHAO Guo-ping. Preparation and Application of Ultrahigh Pressure Hydro-fracturing Geostress Measurement System in Rock Mass[J]. Journal of Yangtze River Scientific Research Institute, 2012,29(8): 58-66.(in Chinese))
[40]LIN Wei-ren. A Core-based Method to Determine Three-dimensional In-situ Stress in Deep Drilling Wells: An Elastic Strain Recovery Technique[J]. Chinese Journal of Rock Mechanics and Engineering, 2008,27(12):2387-2394.
[41]HAIMSON B C. 深部垂直钻孔中原地应力测量的混合方法[J]. 国际地震动态,2011,(1):33-39.( HAIMSON B C. A Hybrid Method for Constraining the In situ Stress Regime in Deep Vertical Holes[J]. Recent Development in World Seismology, 2011,(1):33-39.(in Chinese))