李长洪等：深部开采安全机理及灾害防控现状与态势分析 ·1137· 恢复法三维地应力测量.地球学报，2016,37(1)：111) [32]Zhu W C,Wei C H,Tang C A,et al.Damage area character- [21]Zhang D M,Bai X,Qi X H,et al.Acoustic emission character- ization of rock mass excavation and the model of thermal-hydro- isties and in-situ stresses of bedding rock based on Kaiser effect. mechanical coupling:research status and prospect.Prog Nat Chin J Rock Mech Eng,2016,35(1):87 Sci,2008,18(9):968 (张东明，白鑫，齐消寒，等.含层理岩石的AE特征分析及 (朱万成，魏晨慧，唐春安，等.岩体开挖损伤区的表征及 基于Kaiser效应的地应力测试研究.岩石力学与工程学报， 热-流-力耦合模型：研究现状及展望.自然科学进展， 2016,35(1):87) 2008,18(9):968) [22]Xue W P,Yao ZS,Jing L W,et al.Application of stress relie- [33]Li S C,Feng X D,Li SC,et al.Numerical simulation of zonal ving method in geostress measurement of roadway surrounding ar- disintegration for deep rock mass.Chin J Rock Mech Eng,2011, ea.Saf Coal Min,2016,47(1):134 30(7):1337 (薛维培，姚直书，经来旺，等.应力解除法在巷道周围区域 (李树忧，冯现大，李术才，等.深部岩体分区破裂化现象数 地应力测试中的应用.煤矿安全，2016,47(1)：134) 值模拟.岩石力学与工程学报，2011,30(7)：1337) [23]Qin X H,Chen QC.Hao Y J,et al.Estimation on in-situ stress [34]Zhou X P,Zhou M,Qian Q H.Influence of rock damage on zon- measurements and present-day stress field in the Shapinggou mo- al disintegration around deep circle tunnels.Chin Solid Mech, lybdenum deposit,Jinzhai County,Anhui Province.Acta Geosci- 2012.33(3)：242 entica Sinica,2016,37(2):223 (周小平，周敏，钱七虎.深部岩体损伤对分区破裂化效应 (秦向辉，陈群策，郝越进，等.安徽金寨沙坪沟矿区地应力 的影响.固体力学学报，2012,33(3)：242) 测量与现今应力场研究.地球学报，2016,37(2)：223) [35]Xiao T L,Li X P,Jia S P.Triaxial test research and mechanical [24]Tang H R,Guo S S,Han L J,et al.Study on the distribution analysis based on structure surface effect of deep rock mass with rule of deep in-situ stress in Huize Pb-Zn Mine.Min Res Dev, single fissure.Chin Rock Mech Eng,2012,31(8):1666 2016,36(3):45 (肖桃李，李新平，贾善坡.深部单裂隙岩体结构面效应的 (唐华瑞，郭闪闪，韩灵杰，等.会泽铅锌矿深部地应力分布 三轴试验研究与力学分析.岩石力学与工程学报，2012,31 规律的研究.矿业研究与开发，2016,36(3)：45) (8):1666) [25]Yang Z Q,Gao Q,Zhai S H,et al.Intelligent inversion method [36]Yu W J,Gao Q,Jin X Q,et al.Field investigation and mechan- of in-situ stress field for a complicated engineering geological ics characteristics analysis of deep rock mass affected by faul body.J Harbin Inst Technol,2016,48(4):154 structure.Prog Geophys,2013,28(1):488 (杨志强，高谦，翟淑花，等.复杂工程地质体地应力场智能 (余伟健，高谦靳学奇，等.受断层构造影响的深部岩体现 反演.哈尔滨工业大学学报，2016,48(4)：154) 场调查及力学特征分析.地球物理学进展，2013,28(1)： [26]Chen H J.Research on Coupling Theory and Test of Stress-Dam- 488) age-Seepage in Fractured Rock Masses and Its Engineering Appli- [37]Li J,Wang M Y,Zhang N,et al.Basic problems for dynamic cation Dissertation ]Changsha:Central South University, deformation and fracture of deep rock mass.Eng Sci,2013,15 2010 (5):71 (陈红江.裂隙岩体应力-损伤-渗流耦合理论、试验及工程 (李杰，王明洋，张宁，等.深部岩体动力变形与破坏基本问 应用研究[学位论文].长沙：中南大学，2010) 题.中国工程科学，2013,15(5)：71) [27]Hudson J A,Stephansson O,Andersson J,et al.Coupled T-H- [38]Zhou X P,Qian Q H.Non-euclidean model of failure of deep M issues relating to radioactive waste repository design and per- rock masses under incompatible deformation.Chin Rock Mech formance.Int J Rock Mech Min Sci,2001,38(1):143 Eng,2013,32(4):767 [28]Malan D F.Manuel rocha medal recipient simulating the time (周小平，钱七虎.非协调变形下深部岩体破坏的非欧模型. dependent,behavior of excavations in hard rock.Rock Mech 岩石力学与工程学报，2013,32(4)：767) Rock Eng,2002,35(4):225 [39]Zhang Q Y,Zhang X T,Xiang W,et al.Model test study of [29]He M C.Xie H P,Peng S P,et al.Study on rock mechanics in zonal disintegration in deep rock mass under different cavern deep mining engineering.Chin J Rock Mech Eng,2005,24 shapes and loading conditions.Chin J Rock Mech Eng,2013,32 (16):2803 (8):1564 (何满潮，谢和平，彭苏萍，等.深部开采岩体力学研究.岩 (张强勇，张绪涛，向文，等.不同洞形与加载方式对深部岩 石力学与工程学报，2005,24(16)：2803) 体分区破裂影响的模型试验研究.岩石力学与工程学报， [30]Wang M Y,Zhou Z P,Qian Q H.Tectonic,deformation and 2013,32(8):1564) failure problems of deep rock mass.Chin I Rock Mech Eng, [40]Li J,Wang M Y,Zhang N,et al.An equation for damage devel- 2006,25(3):448 opment and volumetric dilation of cracked rock.Chin Rock (王明洋，周泽平，钱七虎.深部岩体的构造和变形与破坏 Mech Eng,2015,34(8):1532 问题.岩石力学与工程学报，2006,25(3)：448) (李杰，王明洋，张宁，等.裂隙岩体动态损伤演化与体积打扩 [31]Zhou X P,Qian Q H,Yang H Q.Strength criteria of deep rock 容方程.岩石力学与工程学报，2015,34(8)：1532) mass.Chin J Rock Mech Eng,2008,27(1):117 [41]Xu Y,Yuan P.Model test of zonal disintegration in deep rock (周小平，钱七虎，杨海清.深部岩体强度准则.岩石力学与 under blasting load.Chin Rock Mech Eng,2015,34(Suppl 工程学报，2008,27(1)：117) 2):3844李长洪等: 深部开采安全机理及灾害防控现状与态势分析 恢复法三维地应力测量. 地球学报, 2016, 37(1): 111) [21] Zhang D M, Bai X, Qi X H, et al. Acoustic emission character鄄 istics and in鄄situ stresses of bedding rock based on Kaiser effect. Chin J Rock Mech Eng, 2016, 35(1): 87 (张东明, 白鑫, 齐消寒, 等. 含层理岩石的 AE 特征分析及 基于 Kaiser 效应的地应力测试研究. 岩石力学与工程学报, 2016, 35(1): 87) [22] Xue W P, Yao Z S, Jing L W, et al. Application of stress relie鄄 ving method in geostress measurement of roadway surrounding ar鄄 ea. Saf Coal Min, 2016, 47(1): 134 (薛维培, 姚直书, 经来旺, 等. 应力解除法在巷道周围区域 地应力测试中的应用. 煤矿安全, 2016, 47(1): 134) [23] Qin X H, Chen Q C, Hao Y J, et al. Estimation on in鄄situ stress measurements and present鄄day stress field in the Shapinggou mo鄄 lybdenum deposit, Jinzhai County, Anhui Province. Acta Geosci鄄 entica Sinica, 2016, 37(2): 223 (秦向辉, 陈群策, 郝越进, 等. 安徽金寨沙坪沟矿区地应力 测量与现今应力场研究. 地球学报, 2016, 37(2): 223) [24] Tang H R, Guo S S, Han L J, et al. Study on the distribution rule of deep in鄄situ stress in Huize Pb鄄鄄 Zn Mine. Min Res Dev, 2016, 36(3): 45 (唐华瑞, 郭闪闪, 韩灵杰, 等. 会泽铅锌矿深部地应力分布 规律的研究. 矿业研究与开发, 2016, 36(3): 45) [25] Yang Z Q, Gao Q, Zhai S H, et al. Intelligent inversion method of in鄄situ stress field for a complicated engineering geological body. J Harbin Inst Technol, 2016, 48(4): 154 (杨志强, 高谦, 翟淑花, 等. 复杂工程地质体地应力场智能 反演. 哈尔滨工业大学学报, 2016, 48(4): 154) [26] Chen H J. Research on Coupling Theory and Test of Stress鄄鄄Dam鄄 age鄄鄄 Seepage in Fractured Rock Masses and Its Engineering Appli鄄 cation [ Dissertation ]. Changsha: Central South University, 2010 (陈红江. 裂隙岩体应力鄄鄄 损伤鄄鄄 渗流耦合理论、试验及工程 应用研究[学位论文]. 长沙: 中南大学, 2010) [27] Hudson J A, Stephansson O, Andersson J, et al. Coupled T鄄鄄H鄄鄄 M issues relating to radioactive waste repository design and per鄄 formance. Int J Rock Mech Min Sci, 2001, 38(1): 143 [28] Malan D F. Manuel rocha medal recipient simulating the time鄄 dependent, behavior of excavations in hard rock. Rock Mech Rock Eng, 2002, 35(4): 225 [29] He M C, Xie H P, Peng S P, et al. Study on rock mechanics in deep mining engineering. Chin J Rock Mech Eng, 2005, 24 (16): 2803 (何满潮, 谢和平, 彭苏萍, 等. 深部开采岩体力学研究. 岩 石力学与工程学报, 2005, 24(16): 2803) [30] Wang M Y, Zhou Z P, Qian Q H. Tectonic, deformation and failure problems of deep rock mass. Chin J Rock Mech Eng, 2006, 25(3): 448 (王明洋, 周泽平, 钱七虎. 深部岩体的构造和变形与破坏 问题. 岩石力学与工程学报, 2006, 25(3): 448) [31] Zhou X P, Qian Q H, Yang H Q. Strength criteria of deep rock mass. Chin J Rock Mech Eng, 2008, 27(1): 117 (周小平, 钱七虎, 杨海清. 深部岩体强度准则. 岩石力学与 工程学报, 2008, 27(1): 117) [32] Zhu W C, Wei C H, Tang C A, et al. Damage area character鄄 ization of rock mass excavation and the model of thermal鄄hydro鄄 mechanical coupling: research status and prospect. Prog Nat Sci, 2008, 18(9): 968 (朱万成, 魏晨慧, 唐春安, 等. 岩体开挖损伤区的表征及 热鄄鄄流鄄鄄力耦合模型: 研究现状及展望. 自然科学进展, 2008, 18(9): 968) [33] Li S C, Feng X D, Li S C, et al. Numerical simulation of zonal disintegration for deep rock mass. Chin J Rock Mech Eng, 2011, 30(7): 1337 (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. 岩石力学与工程学报, 2011, 30(7): 1337) [34] Zhou X P, Zhou M, Qian Q H. Influence of rock damage on zon鄄 al disintegration around deep circle tunnels. Chin J Solid Mech, 2012, 33(3): 242 (周小平, 周敏, 钱七虎. 深部岩体损伤对分区破裂化效应 的影响. 固体力学学报, 2012, 33(3): 242) [35] Xiao T L, Li X P, Jia S P. Triaxial test research and mechanical analysis based on structure surface effect of deep rock mass with single fissure. Chin J Rock Mech Eng, 2012, 31(8): 1666 (肖桃李, 李新平, 贾善坡. 深部单裂隙岩体结构面效应的 三轴试验研究与力学分析. 岩石力学与工程学报, 2012, 31 (8): 1666) [36] Yu W J, Gao Q, Jin X Q, et al. Field investigation and mechan鄄 ics characteristics analysis of deep rock mass affected by fault structure. Prog Geophys, 2013, 28(1): 488 (余伟健, 高谦, 靳学奇, 等. 受断层构造影响的深部岩体现 场调查及力学特征分析. 地球物理学进展, 2013, 28 (1): 488) [37] Li J, Wang M Y, Zhang N, et al. Basic problems for dynamic deformation and fracture of deep rock mass. Eng Sci, 2013, 15 (5): 71 (李杰, 王明洋, 张宁, 等. 深部岩体动力变形与破坏基本问 题. 中国工程科学, 2013, 15(5): 71) [38] Zhou X P, Qian Q H. Non鄄euclidean model of failure of deep rock masses under incompatible deformation. Chin J Rock Mech Eng, 2013, 32(4): 767 (周小平, 钱七虎. 非协调变形下深部岩体破坏的非欧模型. 岩石力学与工程学报, 2013, 32(4): 767) [39] Zhang Q Y, Zhang X T, Xiang W, et al. Model test study of zonal disintegration in deep rock mass under different cavern shapes and loading conditions. Chin J Rock Mech Eng, 2013, 32 (8):1564 (张强勇, 张绪涛, 向文, 等. 不同洞形与加载方式对深部岩 体分区破裂影响的模型试验研究. 岩石力学与工程学报, 2013, 32(8): 1564) [40] Li J, Wang M Y, Zhang N, et al. An equation for damage devel鄄 opment and volumetric dilation of cracked rock. Chin J Rock Mech Eng, 2015, 34(8): 1532 (李杰, 王明洋, 张宁, 等. 裂隙岩体动态损伤演化与体积扩 容方程. 岩石力学与工程学报, 2015, 34(8): 1532) [41] Xu Y, Yuan P. Model test of zonal disintegration in deep rock under blasting load. Chin J Rock Mech Eng, 2015, 34 ( Suppl 2): 3844 ·1137·