STATISTICS AND ANALYSIS OF ACADEMIC PUBLICATIONS FOR
DEVELOPMENT OF ROCK MECHANICS IN CHINA
SHE Shigang1,DONG Longjun2
(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)
Abstract:This paper presents the statistics and analysis of academic papers published by Chinese authors in recent 30 years in rock mechanics and geotechnical engineering journals published in Chinese and English. The statistics and analysis also include academic papers citations in the key databases such as EI and SCI. The paper tries to summarize and analyze the situation and development of rock mechanics and geotechnical engineering in China in the last 30 years,especially in the last 10 years. The developments are mainly focused on rock strength and deformation theories,rock fracture and damage mechanics,rock dynamics and constitutive relationships,rock nonlinearity and rock multifield coupling,rock reinforcement and stability analysis. Finally,ten challenging issues are proposed in the field of rock mechanics and rock engineering.
佘诗刚1,董陇军2. 从文献统计分析看中国岩石力学进展[J]. 岩石力学与工程学报, 2013, 32(3): 442-464.
SHE Shigang1,DONG Longjun2. STATISTICS AND ANALYSIS OF ACADEMIC PUBLICATIONS FOR
DEVELOPMENT OF ROCK MECHANICS IN CHINA. , 2013, 32(3): 442-464.
[1] WANG Sijing,YANG Zhifa,FU Bingjun. Century achievement of rock mechanics and rock engineering in China[M]. Nanjing:Hohai University Press,2004.
[2] ZHANG Haifeng,SHE Shigang. Selection of domestic high-quality papers for China′s geotechnical journals in English edition[J]. Chinese Journal of Scientific and Technical Periodical,2013,24(2):379–382.
[3] YU Maohong,LIU Jiming,ODA Yoshiya,et al. On basic characteristics and innovation of yield criteria for geomaterials[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(9):1 745–1 758.
[4] GAO Hong,ZHENG Yingren,FENG Xiating. Deduction of failure criterion for geomaterials based on maximum principal shear strain[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(3):518–524.
[5] YIN Youquan. Stability of rock mechanics and rock engineering[M]. Beijing:Beijing University Press,2011.
[6] HA Qiuling. Study on the anisotropic unloading rock mass mechanics for the steep-high rock slope of the Three Gorges progect permantent shiplock[J]. Chinese Journal of Rock Mechanics and Engineering,2001,20(5):603–618.
[7] LI Jianlin. Unloading rock mass mechanics[M]. Beijing:China Water Power Press,2003.
[8] XU Dongjun,GENG Naiguang. The variation law of rock strength with increase of intermediate principal stress[J]. Acta Mechanica Solida Sinica,1985,(1):72–80.
[9] CAO Wengui,ZHAO Minghua. Study of rectified method of Mohr-Coulomb strength criterion for rock based on statistical damage theory[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(14):2 043–2 049.
[10] CAO Wengui,ZHAO Minghua,LIU Chengxue. Modified Drucker- Prager strength criterion based on statistical damage theory for rock[J]. Water Conservancy and Hydropower,2004,(9):18–24.
[11] ZHOU Hui,ZHANG Kai,FENG Xiating,et al. Elastoplastic coupling mechanical model for brittle marble[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(12):2 398–2 409.
[12] ZHANG Kai,ZHOU Hui,Feng Xiating,et al. Experimental research on elastoplastic coupling character of marble[J]. Rock and Soil Mechanics,2010,31(8):2 425–2 434.
[13] BAI Bing,LI Xiaochun,SHI Lu,et al. A plastic hardening mode based on virtual strength parameters[J]. Journal of Yangtze River Scientific Research Institute,2012,29(8):24–28.
[14] YOU Mingqing,SU Chengdong. Heterogeneity of rock and the definition of Young′s modulus[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(5):757–761.
[15] LU Yingfa,TIAN Bin,YU Tiantang. Testing study of mechanical properties of saturated rock by different loading paths[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(Supp.1): 5 065–5 071.
[16] LU Yingfa,WU Xinxing,SHAO Jianfu. Anisotropic damage coupled modeling of saturated porous rock[J]. Science China,2010,53(10):2 681–2 690.
[17] HE Manchao,WANG Shuren. Application of numerical method of large deformation to soft rock engineering[J]. Rock and Soil Mechanics,2004,25(2):185–189.
[18] HE Manchao,CHEN Xin,LIANG Guoping,et al. Software system for large deformation mechanical analysis of soft rock engineering at great depth[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(5):931–944.
[19] TAN Tjongkie. The mechanical problems for the long-term stability of underground galleries[J]. Chinese Journal of Rock Mechanics and Engineering,1982,1(1):1–20.
[20] SUN Jun. Rock rheological mechanics and its advance in engineering applications[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(6):1 081–1 106.
[21] SUN Jun. Rheology of rock and soil materials and its application to engineering[M]. Beijing:China Architecture and Building Press,1999.
[22] LIU Baoguo,SUN Jun. Identification of rheological constitutive model of rock mass and its application[J]. Journal of Northern Jiaotong University,1998,22(4):10–14.
[23] SUN Jun. Study of long-term deformation and stability of the high rock slope of Three Gorges Project on Yangtze River[J]. Journal of Tongji University,2001,29(3):253–258.
[24] ZHOU Huoming,XU Ping,WANG Fuxing. In-situ compressive creep testing study of shiplock slope rock mass of Three Gorges Project[J]. Chinese Journal of Rock Mechanics and Engineering,2001,20(Supp.1):1 882–1 885.
[25] CHEN Youliang,SUN Jun. Rheological fracture of rock[J]. Chinese Journal of Rock Mechanics and Engineering,1996,15(4):323–327
[26] XIA Caichu,SUN Jun. Distinction of rheological model and determination of parameters on creep tests[J]. Journal of Tongji University:Natural Science,1996,24(5):498–503.
[27] XIA Caichu,WANG Xiaodong,XU Chongbang. Method to identify rheological models by unified rheological model theory and case study[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(8):1 594–1 600.
[28] LIU Baoguo,SUN Jun. Rock viscoelastic constitutive model identification method[J]. Engineering Mechanics,1999,16(1):18–25.
[29] XIA Caichu,Yan Zhijian. Research on elasto-viscoplastic constitutive relation of marble under unloading condition[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(3):459–466
[30] WANG Laigui,HE Feng,LIU Xiangfeng,et al. Nonlinear creep model and stability analysis of rock specimens[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(10):1 640–1 642.
[31] XUE Lin. Determination of creep compliance of surrounding rock of a circular tunnel and identification of its mechanical model[J]. Chinese Journal of Rock Mechanics and Engineering,1993,12(4):338–344.
[32] ZHANG Xiangdong,LI Yongjing,ZHANG Shuguang,et al. Creep theory of soft rock and its engineering application[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(10):1 635–1 639.
[33] JING L,TANG C F,STEPHANSSON O. DECOVALEX—an inter- national cooperative research project on mathematical models of coupled THM processes for safety analysis of radioactive waste repositories[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics abstracts,1995,32(5):389–398.
[34] QIAN Qihu. Some advances in rock blasting dynamics[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(10):1 945–1 967.
[35] YANG Chunhe,CHEN Feng,ZENG Yijin. Investigation on creep damage constitutive theory of salt rock[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(11):1 602–1 604.
[36] YANG Chunhe,LIANG Weiguo,WEI Donghou,et al. Investigation on possibility of energy storage in salt rock in China[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(24):4 409–4 417.
[37] YUAN Longwei. Rheological mechanics[M]. Beijing:Science Press,1986:3–33.
[38] WANG Delin,ZHANG Mengtao,WANG Baolun. Creep bending test of rock specimens[J]. Journal of China Coal Society,1982,7(2):64–69.
[39] LEI Chengdi. Creep test of rocks at Ertan hydropower project[J]. Hydropower Engineering Research,1989,(1):1–11.
[40] ZHOU Huoming. Experimental study of mechanical properties of rock mass in excavation-disturbed zone of Three Gorges Project shiplock slope[C]// Engineering Rock Mechanics. Wuhan:Wuhan University of Technology Press,1998:157–160.
[41] YU Xuefu. Discussion on rock mechanics and reply to the paper “some comments on rock mechanics and fracture mechanics”[J]. Chinese Journal of Rock Mechanics and Engineering,1997,16(5):498–510.
[42] KOU Shaoquan. Rock fracture mechanics[J]. Mechanics in Engineering,1989,11(6):1–4.
[43] ZHOU Weiyuan,YAN Gongrui. Micro-mechanical research on fracture process zone in rock-concrete materials[J]. Design of Hydroelectric Power Station,1997,13(1):1–9.
[44] LIU Yuangao,ZHOU Weiyuan,ZHAO Jidong,et al. Discontinuous bifurcation model of damage localization for jointed rocks and its application[J]. Acta Mechanica Sinica,2003,35(4):411–418.
[45] XIE Heping,GAO Feng. The fractal features of the damage evolution of rock materials[J]. Chinese Journal of Rock Mechanics and Engineering,1991,10(1):74–82.
[46] XU Weiya,WEI Lide. Study of statistical damage constitutive model of rock[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(6):787–791.
[47] ZHOU Jiawen,YANG Xingguo,FU Wenxi,et al. Experimental test and fracture damage mechanical characteristics of brittle rock under uniaxial cyclic loading and unloading conditions[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(6):1 172–1 183.
[48] YANG Gengshe,XIE Dingyi,ZHANG Changqing,et al. The discussion about damage constitutive relation of rock under uniaxial stress identified by CT[J]. Rock and Soil Mechanics,1997,18(2):29–34.
[49] TANG Liansheng,ZHANG Pengcheng,WANG Sijing. Testing study of effects of chemical action of aqueous solution on crack propagation in rock[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(6):822–827.
[50] ZHU Zhende,XU Weiya,ZHANG Aijun. Mechanism analysis and testing study of damage and fracture of brittle rock[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(9):1 411–1 416.
[51] WANG Qizhi,JIA Xueming. Determination of elastic modulus,tensile strength and fracture toughness of brittle rocks by using flattened Brazilian disk specimen—part 1:analytical and numerical results[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(9):1 285–1 289.
[52] ZHANG Sheng,WANG Qizhi,LIANG Yalei. Research on influence of crack length on test values of rock dynamic fracture toughness[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(8):1 691–1 696.
[53] ZHU Nailong,RAO Yungang. Study of constitutive model for quasi-rock materials based on statistical fracture theory[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(Supp.2):3 939– 3 944.
[54] QIN Yueping,SUN Wenbiao,WANG Lei. Analysis of damage mechanics model of rock[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(5):702–705.
[55] WANG Ren,ZHAO Yusheng,CHEN Yong,et al. Development of conjugate-shear fracture from a crack in marble[J]. Acta Seismologica Sinica,1986,8(2):191–196.
[56] WANG Gengsun. Study of multi-crack interaction[Ph. D. Thesis][D]. Wuhan:Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,1993.
[57] LIN Peng. Brittle failure behaviour of medium containing flaws and pores[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(8):1 283.
[58] HUANG Kaizhu,LIN Peng,TANG Chun′an,et al. Mechanisms of crack coalescence of pre-existing flaws under biaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(6):808–816.
[59] ZHU Weishen,CHEN Weizhong,SHEN Jin. Simulation experiment and fracture mechanism study of propagation of echelon pattern cracks[J]. Chinese Journal of Solid Mechanics,1998,19(4):355–360.
[60] LI Shiyu. Normal stress criterion of three-dimensional brittle fracture[J]. Acta Geophysica Sinica,1990,33(5):547–555.
[61] TENG Chunkai,YIN Xiangchu,LI Shiyu,et al. Experimental study of three-dimensional fracture in plate specimens with nonpenetrating crack[J]. Acta Geophysica Sinica,1987,30(4):371–378.
[62] LI Shucai,ZHU Weishen. Fracture damage mechanism of dis- continuous jointed rock mass under the state of complex stress and its application[J]. Chinese Journal of Rock Mechanics and Engineering,1999,18(2):142–146.
[63] LI Shucai,ZHU Weishen. An application of anchoring fracture- damage model to the stability analysis of the underground chambers[J]. Journal of Hydraulic Engineering,1998,(8):52–56.
[64] GE Xiurun,REN Jianxi,PU Yibin,et al. A real in-time CT triaxial testing study of meso-damage evolution law of coal[J]. Chinese Journal of Rock Mechanics and Engineering,1999,18(5):497–503.
[65] GE Xiurun,REN Jianxi,PU Yibin,et al. Primary study of CT real-time testing of fatigue meso-damage propagation law of rock[J]. Chinese Journal of Geotechnical Engineering,2001,23(2):191–196.
[66] ZHOU Hongwei,XIE Heping. Anisotropic characterization of rock fracture surfaces subjected to profile analysis[J]. Physics Letters A,2004,325(5-6):355–362.
[67] ZHANG Qiangyong,LI Shucai,CHEN Weizhong. Reinforcing model for anchor cable in jointed rock mass and its application to engineering[J]. Rock and Soil Mechanics,2004,25(9):1 465–1 468.
[68] YANG Qiang,XUE Lijun,WANG Renkun,et al. Reinforcement theory considering deformation mechanism of rock mass and non-equilibrium elasto-plastic mechanics[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(20):3 704–3 712.
[69] YANG Qiang,LIU Yaoru,CHEN Yingru,et al. Deformation reinforcement theory and global stability and reinforcement of high arch dams[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(6):1 121–1 136.
[70] LI H B,ZHAO J,LI T J. Triaxial compression tests of a granite at different strain rates and confining pressures[J]. International Journal of Rock Mechanics and Mining Sciences,1999,36(8):1 057–1 063.
[71] ZHAO J,LI H B,WU M B,et al. Dynamic uniaxial compression tests on granite[J]. International Journal of Rock Mechanics and Mining Sciences,1999,36(2):273–277.
[72] LI Xibing,GU Desheng,LAI Haihui. On the reasonable loading stress waveforms determined by dynamic stress-strain curves of rocks by SHPB[J]. Explosion and Shock Waves,1993,13(2):125–130.
[73] GU Desheng,LI Xibing. Modern mining techniques for metallic ore deposits[M]. Beijing:Metallurgical Industry Press,2006.
[74] GONG Fengqiang,LI Xibing,LIU Xiling,et al. Experimental study of dynamic characteristics of sandstone under one-dimensional coupled static and dynamic loads[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(10):2 076–2 085.
[75] XIA Xiang,LI Junru,LI Haibo,et al. Study of damage characteristics of rock mass under blasting load in Ling′ao nuclear power station,Guangdong Province[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(12):2 510–2 516.
[76] WANG Hui. Study of mechanism of rock damage and crack by explosion loading[M. S. Thesis][D]. Xi′an:Xi′an University of Science and Technology,2003.
[77] QIAN Qihu,CHEN Shihai. Blasting vibration effect[J]. Blasting,2004,21(2):1–5.
[78] WANG Mingyang,QIAN Qihu. Attenuation law of explosive wave propagation in cracks[J]. Chinese Journal of Geotechnical Engineering,1995,17(2):42–46.
[79] JU Yang,LI Yexue,XIE Heping,et al. Stress wave propagation and energy dissipation in jointed rocks[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(12):2 426–2 434.
[80] XI Daoying,LIU Wei,YI Liangkun,et al. Attenuation of stress wave in different fluid-saturated marble and sandstone[J]. Chinese Journal of Rock Mechanics and Engineering,1996,15(Supp.1):456–459.
[81] WANG Zhanjiang,LI Xiaolan,GE Kai,et al. Free-field stress wave propagation induced by underground chemical explosion in granite[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(11):1 827–1 831.
[82] LI Huanqiu,LU Fangyun,WU Xiangyun,et al. Study of regulation of stress wave propagation in rock mass with compound structures[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(11):1 832–1 836.
[83] LU Wenbo,HUSTRULID W. An improvement to the equation for the attenuation of the peak particle velocity[J]. Engineering Blasting,2002,8(3):1–4.
[84] LI Xibing,WANG Weihua,MA Chunde. Constitutive model of rock joints under compression loads with different frequencies[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(2):247–253.
[85] WANG Wulin,HUANG Lixing,LU Tongsheng. Determination of dynamic constitutive relation of rock by using Lagrange multi-point measurement and analytical method[C]// Buildings on Complex Rocks. Beijing:Science Press,1986.
[86] TANG Chun′an. Catastrophe during rock fracture[M]. Beijing:China Coal Industry Publishing House,1993.
[87] WANG Lili. Progress in studies of dynamic response of structures and materials under explosive/impact loading[J]. Explosion and Shock Waves,2001,21(2):37–42.
[88] XI Daoying,ZHENG Yonglai,ZHANG Tao. The experimental research into dynamic constitutive laws of marble and shale[J]. Explosion and Shock Waves,1995,15(3):259–266.
[89] SHANG Jialan,SHEN Letian,ZHAO Yuhui,et al. Dynamic constitutive equation of the Bukit Timah granite[J]. Chinese Journal of Rock Mechanics and Engineering,1998,17(6):634–641.
[90] YANG Jun,GAO Wenxue,JIN Qiankun. Experiment on dynamic damage property of rock and new damage model for rock fragmentation by blasting[J]. Chinese Journal of Rock Mechanics and Engineering,2001,20(3):320–323.
[91] WANG Mingyang,QIN Chengzhi,QIAN Qihu. Study of rock failure under blasting and impact[J]. Journal of Liaoning Technical University:Natural Science,2001,20(4):385–389.
[92] WANG Mingyang,FAN Pengxian,LI Wenpei. Mechanism of splitting and unloading failure of rock[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(2):234–239.
[93] SHAN Renliang,XUE Yousong,ZHANG Qian. Time dependent damage model of rock under dynamic loading[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(11):1 771–1 776.
[94] WANG Jingtao. Study of cutting pulse loading method[J]. Scientia Sinica,1987,(10):1 113–1 120.
[95] LIN Junde. Analysis of frequency characteristics of explosive seismic wave[J]. Chinese Journal of Rock Mechanics and Engineering,1996,15(Supp.1):476–480.
[96] ZHANG Huihui,YAN Yuding,YU Huaizhong,et al. Acoustic emission experimental research on large-scaled rock failure under cycling load—fracture precursor of rock[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(21):3 621–3 628.
[97] ZHANG Ru,XIE Heping,LIU Jianfeng,et al. Experimental study of acoustic emission characteristics of rock failure under uniaxial multi-level loadings[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(12):2 584–2 588.
[98] ZHAO Mingjie,WU Delun. Ultrasonic properties of rock under loading and unloading:theoretical model and experimental research[J]. Chinese Journal of Geotechnical Engineering,1999,21(5):540–546
[99] LI Yue,LIU Li,LI Yumei,et al. Testing study of relativity between longitudinal wave speed and density of layered rock[J]. Sichuan Building Science,2009,35(1):125–128.
[100] LI Xibing,GU Desheng. Investigation on couplings of stress wave and electromagnetic wave in rocks[J]. Journal of Central South Institute of Mining and Metallurgy,1992,23(3):260–266.
[101] FENG Qining,ZHENG Xuexin. Principle of well logging devices[M]. Dongying:China University of Petroleum Press,1991.
[102] WANG Enyuan,HE Xueqiu,LIU Zhentang,et al. Frequency spectrum characteristics of electromagnetic emission of loaded coal[J]. Journal of China University of Mining and Technology,2003,32(5):487–490.
[103] WANG Enyuan,HE Xueqiu,LIU Zhentang,et al. Electromagnetic radiation detector of coal or rock dynamic disasters and its application[J]. Journal of China Coal Society,2003,28(4):366–369.
[104] LI Xibing,WAN Guoxiang,ZHOU Zilong. The relationship between the electromagnetic radiation and rock masses parameters during rock failure[J]. Chinese Journal of Geophysics,2009,52(1):253–259.
[105] ZHOU Chuangbing,CHEN Yifeng,JIANG Qinghui,et al. Introduction to generalized multi-field coupling analysis for complex rock masses[M]. Beijing:China Water Power Press,2008.
[106] ZHOU Chuangbing,CHEN Yifeng,Jiang Qinghui,et al. On generalized multi-field coupling for fractured rock masses and its applications to rock engineering[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(7):1 329–1 340.
[107] ZHAO Yangsheng. Multi-field coupling in porous media and its engineering response[M]. Beijing:Science Press,2010.
[108] WANG Yuan,XU Zhiying,SU Baoyu. Complete coupled analysis of fluid flow and elastoplastic stress in complicated fractured rock masses[J]. Chinese Journal of Rock Mechanics and Engineering,2000,19(2):177–181.
[109] SU Baoyu,ZHAN Meili,WANG Yuan. Experimental study of seepage and stress coupling characteristics of fracture[J]. Chinese Journal of Geotechnical Engineering,1997,19(4):73–77.
[110] FENG X T,CHEN S L,ZHOU H. Real-time computerized tomography(CT) experiments on sandstone damage evolution during triaxial compression with chemical corrosion[J]. International Journal of Rock Mechanics and Mining Sciences,2004,41(2):181–192.
[111] PAN P Z, FENG X T, HUANG X H,et al. Coupled THM processes in EDZ of crystalline rocks using an elasto-plastic cellular automaton[J]. Environmental Geology,2009,57(6):1 299–1 311.
[112] FENG Xiating,HUDSON J A. Rock engineering design[M]. London:Taylor and Francis,2011.
[113] ZHANG Yujun,ZHANG Weiqing. 3D thermo-hydro-mechanical- migratory coupling model and FEM analyses for dual-porosity medium[J]. Scientia Sinica Techologica,2010,40(12):1 426–1 436.
[114] ZHANG Yujun. Coupled thermo-hydro-mechanical model and finite element analyses of dual-porosity fractured medium for ubiquitous- joint rock mass[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(5):947–955.
[115] TANG Chun′an,MA Tianhui,LI Lianchong,et al. Rock failure issues in geological disposal of high-level radioactive wastes under multi- field coupling function[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(Supp.2):3 932–3 938.
[116] LIU Quansheng,XU Xichang,YAMAGUCHI T,et al. Testing study of mechanical properties of the three gorges granite concerning temperature and time[J]. Chinese Journal of Rock Mechanics and Engineering,2001,20(5):715–719.
[117] CHEN Weizhong,TAN Xianjun,WU Guojun,et al. Study of thermo-hydro-mechanical coupling model for unsaturated rock[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(12):2 395–2 403.
[118] ZHOU Hui,ZHANG Kai,FENG Xiating,et al. Elasto-plastic coupling mechanical model for brittle marble[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(12):2 398–2 409.
[119] HU Dawei,ZHOU Hui,PAN Pengzhi,et al. Study of permeability of sandstone in triaxial cyclic stress tests[J]. Rock and Soil Mechanics,2010,31(9):2 749–2 754.
[120] CHEN Yifeng,ZHOU Chuangbing,TONG Fuguo,et al. A mathematical model for fully coupled THM processes with multiphase flow and code validation[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(4):649–665.
[121] LIU Jianjun,LIU Xiangui,HU Yareng,et al. Study of fluid-solid coupling flow in low permeable oil reservoir[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(1):88–92.
[122] WANG Enzhi,WANG Hongtao,SUN Yi. Study of seepage flow model in double fracture systems[J]. Chinese Journal of Rock Mechanics and Engineering,1998,17(4):400–406.
[123] WEI Ning,LI Xiaochun,WANG Ying,et al. Development of rock-fluid reaction-flow coupling testing apparatus[J]. Chinese Journal of Rock Mechanics and Engineering,2008,29(7):1 499–1 505.
[124] ZHOU Jian,CHEN Mian,JIN Yan,et al. Experimental study of propagation mechanism of hydraulic fracture in naturally fractured reservoir[J]. Acta Petrolei Sinica,2007,28(5):109–113.
[125] QIAN Qihu,LI Shuchen. A review of research on zonal disintegration phenomenon in deep rock mass engineering[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(6):1 278–1 284.
[126] GU Jincai,GU Leiyu,CHEN Anmin,et al. Model test study of mechanism of layered fracture within surrounding rock of tunnels in deep stratum[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(3):433–438.
[127] ZHOU Xiaoping,QIAN Qihu. Zonal fracturing mechanism in deep tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(5):877–885.
[128] QI Chengzhi,QIAN Qihu,WANG Mingyang. Constitutive relations of porous elasto-plastic media[J]. Journal of Mining Science,2009,45(4);339–346.
[129] HE Yongnian,ZHANG Houquan. Discussion on theory and practice of zonal disintegration in surrounding rocks of deep roadways[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(11):2 369–2 376.
[130] FENG Xiating,CHEN Bingrui,MING Huajun,et al. Evolution law and mechanism of rockbursts in deep tunnels:immediate rockburst[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(3):433–444.
[131] CHEN Bingrui,FENG Xiating,MING Huajun,et al. Evolution law and mechanism of rockburst in deep tunnel:time delayed rockburst[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(3):561–569.
[132] DONG Longjun,LI Xibing,TANG Lizhong,et al. Mathematical functions and parameters for microseismic source location without premeasuring speed[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(10):2 057–2 067.
[133] TANG Lizhong,WANG Linghui,ZHANG Jun,et al. Seismic apparent stress and deformation in a deep mine under large-scale mining and zonal hazardous seismic prediction[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(6):1 168–1 178.
[134] GONG Fengqiang,LI Xibing. A distance discriminant analysis method for prediction of possibility and classification of rockburst and its application[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(5):1 012–1 018.
[135] HE Manchao,MIAO Jinli,LI Dejian,et al. Experimental study of rockburst processes of granite specimen at great depth[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(5):856–876.
[136] GONG Fengqiang,LI Xibing,LIU Xiling. Preliminary experimental study of characteristic of rock subjected to 3D coupled static and dynamic loads[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(6):1 179–1 190.
[137] SHI Genhua. Geometrical approach of rock mass stabilization in rock mass stability analysis[J]. Scientia Sinica,1978,(4):487–495.
[138] WANG Sijing,YANG Zhifa,LIU Zhuhua. The rock mass stability analysis for underground engineering[M]. Beijing:Science Press,1984.
[139] ZHANG Qihua,WU Aiqing,SHI Genhua. Application of key block theory to analysis of rock stability for underground plant in Baise hydraulic project[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(15):2 609–2 614.
[140] ZHANG Zixin,SUN Jun. Stereo-analytic method for block theory and its application to stability analysis of a cave[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(12):1 756–1 760.
[141] LIU Yanzhang,GE Xiurun,LI Chunguang,et al. Stablity analysis of slope and dam foundation based on vector method safety factor[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(10):2 130–2 140.
[142] GUO M W,GE X R,WANG S L. Slope stability analysis under seismic load by vector sum analysis method[J]. Journal of Rock Mechanics and Geotechnical Engineering,2011,3(3):282–288.
[143] LI Xinping,WANG Tao,SONG Guihong,et al. Study of composite anchoring theory and numerical simulation test on layered rocks[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(Supp.2):3 654–3 661.
[144] LI Jisan. Preliminary study of the theory of combined trinity- reinforcement and its application[J]. Rock and Soil Mechanics,1989,10(1):43–53.
[145] ZHANG Lewen,LI Shucai. Current state and development of anchorage support for rocks and soils[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(Supp.1):2 214–2 221.
[146] CHEN Zuyu. The generalized method of slices for slope stability analysis and its modifications[J]. Chinese Journal of Geotechnical Engineering,1983,5(4):11–27.
[147] ZHENG Yingren,YANG Mingcheng. Classification unification of calculation formulation for safety factor of slope stability[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(16):2 836– 2 841.
[148] ZOU Guangdian,WEI Rulong. Study of theory and method for numerical solution of general limit equilibrium method[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(2):363–370.
[149] ZHENG Hong,THAM L G,LIU Defu. A slice-free method for stability analysis of slopes[J]. Rock and Soil Mechanics,2007,27(7):1 285–1 291.
[150] LI Ning,QIAN Qihu. Four criteria of stability analysis and assessment of high rock slope[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(9):1 754–1 759.
[151] WANG Xiaogang,JIA Zhixin,CHEN Zuyu. The research on stability analysis of toppling failure of jointed rock slopes[J]. Journal of Hydraulic Engineering,1996,(3):7–12,21.
[152] TAO Zhenyu,PENG Zuzeng. Fuzzy mathematical method for the classification of rock mass[J]. Journal of Wuhan Institute of Hydraulic and Electric Engineering,1981,(3):20–28.
[153] LI Wenxiu. Problem of fuzzy probability for slope failure of opening mine[J]. China Civil Engineering Journal,1988,21(3):81–89.
[154] JIANG Zhongming,ZHANG Xinmin,XU Weiya. Stability analysis of slope based on analyzing fuzzy character of parameters[J]. Journal of China Three Gorges University:Natural Science,2003,25(1):52–55.
[155] XU Weiya,JIANG Zhongming,SHI Anchi. Slope stability analysis using fuzzy sets theory[J]. Chinese Journal of Geotechnical Engineering,2003,25(4):409–413.
[156] JIANG Zhongming,ZHANG Xinmin,XU Weiya. Study of fuzzy finite element method of rock and soil slope analysis[J]. Chinese Journal of Geotechnical Engineering,2005,27(8):922–927.
[157] ZHU Dayong,QIAN Qihu. Rigorous and quasi-rigorous limit equilibrium solutions of 3D slope stability and application to engineering[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(8):1 513–1 528.
[158] ZHENG Hong. A rigorous three-dimensional limit equilibrium method[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(8):1 529–1 538.
[159] ZHENG H,YANG Z L,SUN G H. Extremum solutions to the limit equilibrium method subjected to physical admissibility[J]. Natural Hazards,2013,65(1):79–96.
[160] FANG Dingwang,XU Chuanhua,MAO Quansheng. Slip-split failure of rock slope[J]. Chinese Journal of Geotechnical Engineering,2003,25(6):688–671.
[161] ZHOU Weiyuan,YANG Ruoqiong,ZHOU Litian. A three- dimensional finite element stability analysis of jointed rock masses at dam abutment using elasto-plastic fracture model[J]. Chinese Journal of Geotechnical Engineering,1988,20(4):39–48.
[162] QIAN Minggao. A structural model of overlaying strata in longwall and its application[J]. Journal of China Institute of Mining and Technology,1982,(2):1–11.
[163] SONG Zhenqi,JIANG Jinquan. The current research situation and developing orientation of strata control in coal mine[J]. Chinese Journal of Rock Mechanics and Engineering,1996,15(2):128–134.
[164] JIANG Yaodong,ZHAO Yixin,HE Manchao,et al. Investigation on mechanism of coal mine bumps based on mesoscopic experiments[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(5):901–907.
[165] MIAO Xiexing. Review of research on mechanical behaviors of mining rock mass and its related engineering technological innovation progress[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(10):1 988–1 998.
[166] FU Bingjun,YUAN Chengwen,YANG Ziwen,et al. Research progress of rock mechanics tests in hydraulic construction[J]. Hydrogeology and Engineering Geology,1985,(5):34–41.
[167] SHAO Hegao,HUANG Renfu. Research progress of rock mechanics tests in Chinese hydraulic engineering[J]. Water Resources and Hydropower Engineering,1987,(4):17–23.
[168] GE Xiurun,ZHOU Baihai. New development of rock mechanics laboratory testing devices—rock mechanics testing device RMT–64[J]. Rock and Soil Mechanics,1994,15(1):50–56.
[169] CAI Meifeng. Techniques for in-situ stress measurement at great depth[J]. Journal of University of Science and Technology Beijing,2004,11(6):486–488.
[170] GE Xiurun,HOU Mingxun. 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):2 161–2 180.
[171] LI X C,SHI L,BAI B,et al. True triaxial testing techniques for rocks—state of art and future perspectives[C]// True Triaxial of Rocks. Rotterdam:Balkema,2011:1–18.
[172] LI Ganrong. Model test and stress analysis of arch dam of Xiaoche hydropower station at Liuxi river[J]. Water Power,1958,(15):25–29.
[173] Nanjing Hydraulic Research Institute. Hydraulic model test[M]. 2nd ed. Beijing:China Water Power Press,1985.
[174] WU A Q,YANG Q G,DING X L,et al. Key rock mechanical problems of underground powerhouse in Shuibuya hydropower station[J]. Journal of Rock Mechanics and Geotechnical Engineering,2011,3 (1):64–72.
[175] ZHANG Lin,FEI Wenping,LI Guilin,et al. Experimental study on global geomechanical model for stability analysis of high arch dam foundation and abutment[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(19):3 465–3 469.
[176] ZHOU Weiyuan,LIN Peng,YANG Ruoqiong,et al. Method and application of geomechanics model test on high arch dam[J]. Beijing:China Water Power Press,2008.
[177] ZHANG L,CHEN Y,YANG B Q,et al. A comprehensive testing method for global stability analysis of high arch dams[J]. Journal of Rock Mechanics and Geotechnical Engineering,2012,4(1):73–81.
[178] LI Zhongkui,XU Qianjun,WANG Aimin. 3D geomechanical model test for large-scaled underground hydropower station[J]. Journal of Hydraulic Engineering,2002,(5):31–36.
[179] LI Zhongkui,LU Darong,NAKAYAMA H,et al. Development and application of new technology for 3D geo-mechanics model test of large underground houses[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(9):1 430–1 436.
[180] ZHANG Qiangyong,CHEN Xuguang,LIN Bo,et al. Development and application of high-geostress true 3D loading geomechanics model test system[J]. Chinese Journal of Geotechnical Engineering,2010,32(10):1 588–1 593.
[181] LI Shucai,LIU Qin,LI Liping,et al. Development of large-scale geomechanical model test system for tunnel construction and its application[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(7):1 368–1 374.
[182] TANG Chun′an,ZHAO Wen. The whole process of rock failure analysis software system RFPA2D[J]. Chinese Journal of Rock Mechanics and Engineering,1997,16(5):507–508.
[183] LIU Yaoru,ZHOU Weiyuan,YANG Qiang. Parallel finite element analysis based on element-by-element method and its application[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(17):3 023–3 028.
[184] WANG Yongjia,LIU Lianfeng. Formulation of a three-dimensional discrete element model system TRUDEC[J]. Chinese Journal of Rock Mechanics and Engineering,1996,15(3):201–210.
[185] LU Jun,ZHANG Chuhan,WANG Guangjun,et al. Three-dimensional distinct element numerical model for static and dynamic analysis of rock bodies[J]. Journal of Tsinghua University,1996,36(10):98–104.
[186] XIA M,ZHOU K P. Particle simulation of failure process of brittle rock under triaxial compression[J]. International Journal of Minerals,Metallurgy and Materials,2010,17(5):507–513.
[187] LI Qiyue,LI Xibing,GU Chunhong,et al. 3DEC simulation of dynamic response of high-steep jointed rock slope under blast load[J]. Mining and Metallurgical Engineering,2008,28(5):18–22.
[188] SHI G H. Block system modeling by discontinuous deformation analysis[M]. South Ampton:Computational Mechanics Publications,1993.
[189] LIU Jun,KONG Xianjing. Three-dimensional continuous and discontinuous deformation analysis[J]. Acta Mechanica Sinica,2002,11(6):941–947.
[190] KOU Xiaodong,ZHOU Weiyuan,YANG Ruoqiong. Stability analysis of the high slopes of Three Gorges shiplock using FLAC3D[J]. Chinese Journal of Rock Mechanics and Engineering,2001,20(1):6–11.
[191] DAI Rong,LI Zhongkui,LIU Hui. Research and implementation of serial-parallel explicit Lagrangian finite difference method[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(8):1 591–1 597.
[192] KOU Xiaodong,ZHOU Weiyuan. Using element-free method to trace crack propagation[J]. Chinese Journal of Rock Mechanics and Engineering,2000,19(1):18–23.
[193] LIANG Haibo,LI Zhongkui,GU Zhaoqi. FLAC and its application for hydropower projects in China[J]. Chinese Journal of Rock Mechanics and Engineering,1996,15(3):225–230.
[194] SHENG Qian,HUANG Zhengjia,WU Aiqing. Numerical simulating test on joint rock mass properties in Three Gorges Project[J]. Journal of Yangtze River Scientific Research Institute,2001,18(1):35–37.
[195] HU Yunjin,ZHOU Weiyuan,KOU Xiaodong. Three-dimensional element-free method and its application[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(7):1 136–1 140.
[196] ZHU Huanchun,BRUMMER R,ANDRIEUX P. Numerical methods and application for jointed rock mass,part 1:approaches and discussions[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(20):3 444–3 449.
[197] CHEN Zhanjun,ZHU Chuanyun,ZHOU Xiaoheng. FLAC3D simulation for dynamic response of rock slope under explosion[J]. Blasting,2005,22(4):8–13.
[198] YUE Zhongqi,CHEN Sha,ZHENG Hong,et al. Digital image proceeding based on finite element method for geomaterials[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(6):889–897.
[199] ZHU Zhende,YANG Yongjie,JIANG Zhijian,et al. Research on mesostructure dynamic damage characteristics of expansive red sandstone with digital image processing technique[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(10):2 007–2 013.
[200] WANG Sijing. Geological nature of rock and its deduction for rock[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(3):433–450.