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.50· 工程科学学报,第41卷,第1期 分析.岩石力学与工程学报,2004,23(18):3113) [13]Chen X,Liao Z H,Li D J.Experimental study of effects of joint [2]Li Y P,Wang Y H,Chen L Z,et al.Experimental research on inclination angle and connectivity rate on strength and deformation pre-existing cracks in marble under compression.Chin/Geotech properties of rock masses under uniaxial compression.Chin Eng,2004,26(1):120 Rock Mech Eng,2011,30(4):781 (李银平,王元汉,陈龙珠,等.含预制裂纹大理岩的压剪试 (陈新,廖志红,李德建.节理倾角及连通率对岩体强度、变 验分析.岩土工程学报,2004,26(1):120) 形影响的单轴压缩试验研究.岩石力学与工程学报,2011, [3] Zhu WS,Chen WZ,Shen J.Simulation experiment and fracture 30(4):781) mechanism study on propagation of echelon patter cracks.Acta [14]Sun X S,Li J L,Wang L H,et al.Experimental research on an Mech Solid Sin,1998,19(4):355 isotropic mechanical characteristic of samples with single prefabri- (朱维申,陈卫忠,申晋.雁形裂纹扩展的模型试验及断裂力 cated joint.Rock Soil Mech,2014,35(Suppl 1):29 学机制研究.固体力学学报,1998,19(4):355) (孙旭曙,李建林,王乐华,等.单一预制节理试件各向异性 [4]Song X M,Gu T F,Liu C W.Experimental study on roadway sta- 力学特性试验研究.岩土力学,2014,35(增刊1):29) bility in rockmass with connected fissures.Chin J Rock Mech Eng, [15]Che F X,Li L Y,Liu D A.Fracture experiments and finite ele- 2002,21(12):1781 ment analysis for multi-cracks body of rock-like material.Chin J (宋选民,顾铁凤,柳崇伟.受贯通裂隙控制岩体巷道稳定性 Rock Mech Eng,2000,19(3):295 试验研究.岩石力学与工程学报,2002,21(12):1781) (车法星,黎立云,刘大安.类岩材料多裂纹体断裂破环试 [5]Chen W Z,Li S C,Zhu W S,et al.Experimental and numerical 验及有限元分析.岩石力学与工程学报,2000,19(3):295) research on crack propagation in rock under compression.Chin [16]Pu C Z,Cao P.Zhao Y L,et al.Numerical analysis and Rock Mech Eng,2003,22(1):18 strength experiment of rock-like materials with multi-fissures un- (陈卫忠,李术才,朱维申,等.岩石裂纹扩展的实验与数值 der uniaxial compression.Rock Soil Mech,2010,31(11):3661 分析研究.岩石力学与工程学报,2003,22(1):18) (蒲成志,曹平,赵延林,等.单轴压缩下多裂隙类岩石材料 [6]Shi MM.Zhang YL,Tan F.Study of modification of strain ener- 强度试验与数值分析.岩土力学,2010,31(11):3661) gy density factor theory and rock crack propagation.Rock Soil [17]Liu H Y,Huang Y S,Li K B,et al.Test study of strength and Mech,2013,34(5):1313 failure mode of pre-existing jointed rock mass.Rock Soil Mech, (施明明,张友良,谭飞.修正应变能密度因子准则及岩石裂 2013,34(5):1235 纹扩展研究.岩土力学,2013,34(5):1313) (刘红岩,黄妤诗,李楷兵,等.预制节理岩体试件强度及破 [7]Yang S Q,Qu T,Han L J,et al.Failure mode and crack propa- 坏模式的试验研究.岩土力学,2013,34(5):1235) gation of sandstone with pre-existing fissures under different an- [18]Zhang W.Zhou G Q,Zhang H B,et al.Experimental research chorages by grouting.Eng Mech,2010,27(12):156 on the influence of obliquity on the mechanical characteristies of a (杨圣奇,渠涛,韩立军,等.注浆锚固裂隙砂岩破裂模式和 fractured rock mass.J China Unir Min Technol,2009,38(1): 裂纹扩展特征.工程力学,2010,27(12):156) 30 [8]Chen X,Liao Z H,Peng X.Deformability characteristics of joint- (张伟,周国庆,张海波,等.倾角对裂隙岩体力学特性影响 ed rock masses under uniaxial compression.Int Min Sci Technol, 试验模拟研究.中国矿业大学学报,2009,38(1):30) 2012,22(2):213 [19]Xiong X G,Cao P,Cao R H.Fractal analysis of fragments of [9]Su H J,Jing H W,Zhao HH,et al.Strength and fracture charac- non-penetration ubiquitous jointed rock-like specimens under uni- teristic of rock mass containing parallel fissures.Eng Mech,2015, axial compression.World Sci-Tech R&D,2016,38(5):1017 32(5):192 (熊心广,曹平,曹日红.非贯通遍布节理类岩材料单轴压 (苏海健,靖洪文,赵洪辉,等.平行裂隙群岩体强度与破裂 缩破碎的分形分析.世界科技研究与发展,2016,38(5): 特征的试验研究.工程力学,2015,32(5):192) 1017) [10]Li X H,Lu Y Y,Kang Y,et al.Simulation Experiment Tech- [20]Hu S B.Deng J.Ma C D.et al.Experimental study of failure nique of Rock Mechanics.Beijing:Science Press,2007 characteristics of rock containing flaw under cycle loading.Chin J (李晓红,卢义玉,康勇,等.岩石力学实验模拟技术。北 Rock Mech Eng,2009,28(12):2490 京:科学出版社,2007) (胡盛斌,邓建,马春德,等.循环荷载作用下含缺陷岩石破 [11]Guan Z C,Gong Z F,Chen R C,et al.Experimental study on 坏特征试验研究.岩石力学与工程学报,2009,28(12): mix proportion of rock similar material based on orthogonal de- 2490) sign.J Highway Transp Res Develop,2016,33(9):92 [21]Zhou Q J,Li T C,Gong B N.Experimental study on shear be- (关振长,龚振峰,陈仁春,等.基于正交设计的岩质相似材 haviors of brittle materials under cyclic loading.Chin J Rock 料配比试验研究.公路交通科技,2016,33(9):92) Mech Eng,2007,26(3):573 [12]Dong J Y,Yang J H,Yang G X,et al.Research on similar ma- (周秋景,李同春,宫必宁.循环荷载作用下脆性材料剪切 terial proportioning test of model test based on orthogonal design. 性能试验研究.岩石力学与工程学报,2007,26(3):573) J China Coal Soc,2012,37(1):44 [22]Xianyu W P.Lii X B.Zhao Q H,et al.Strength and deforma- (董金玉,杨继红,杨国香,等.基于正交设计的模型试验相 tion characteristics of rock with single pre-existing fissure under 似材料的配比试验研究.煤炭学报,2012,37(1):44) different loading conditions.China Meas Test,2017,43(12):工程科学学报,第 41 卷,第 1 期 分析. 岩石力学与工程学报, 2004, 23(18): 3113) [2] Li Y P, Wang Y H, Chen L Z, et al. Experimental research on pre鄄existing cracks in marble under compression. Chin J Geotech Eng, 2004, 26(1): 120 (李银平, 王元汉, 陈龙珠, 等. 含预制裂纹大理岩的压剪试 验分析. 岩土工程学报, 2004, 26(1): 120) [3] Zhu W S, Chen W Z, Shen J. Simulation experiment and fracture mechanism study on propagation of echelon pattern cracks. Acta Mech Solid Sin, 1998, 19(4): 355 (朱维申, 陈卫忠, 申晋. 雁形裂纹扩展的模型试验及断裂力 学机制研究. 固体力学学报, 1998, 19(4): 355) [4] Song X M, Gu T F, Liu C W. Experimental study on roadway sta鄄 bility in rockmass with connected fissures. Chin J Rock Mech Eng, 2002, 21(12): 1781 (宋选民, 顾铁凤, 柳崇伟. 受贯通裂隙控制岩体巷道稳定性 试验研究. 岩石力学与工程学报, 2002, 21(12): 1781) [5] Chen W Z, Li S C, Zhu W S, et al. Experimental and numerical research on crack propagation in rock under compression. Chin J Rock Mech Eng, 2003, 22(1): 18 (陈卫忠, 李术才, 朱维申, 等. 岩石裂纹扩展的实验与数值 分析研究. 岩石力学与工程学报, 2003, 22(1): 18) [6] Shi M M, Zhang Y L, Tan F. Study of modification of strain ener鄄 gy density factor theory and rock crack propagation. Rock Soil Mech, 2013, 34(5): 1313 (施明明, 张友良, 谭飞. 修正应变能密度因子准则及岩石裂 纹扩展研究. 岩土力学, 2013, 34(5): 1313) [7] Yang S Q, Qu T, Han L J, et al. Failure mode and crack propa鄄 gation of sandstone with pre鄄existing fissures under different an鄄 chorages by grouting. Eng Mech, 2010, 27(12): 156 (杨圣奇, 渠涛, 韩立军, 等. 注浆锚固裂隙砂岩破裂模式和 裂纹扩展特征. 工程力学, 2010, 27(12): 156) [8] Chen X, Liao Z H, Peng X. Deformability characteristics of joint鄄 ed rock masses under uniaxial compression. Int J Min Sci Technol, 2012, 22(2): 213 [9] Su H J, Jing H W, Zhao H H, et al. Strength and fracture charac鄄 teristic of rock mass containing parallel fissures. Eng Mech, 2015, 32(5): 192 (苏海健, 靖洪文, 赵洪辉, 等. 平行裂隙群岩体强度与破裂 特征的试验研究. 工程力学, 2015, 32(5): 192) [10] Li X H, Lu Y Y, Kang Y, et al. Simulation Experiment Tech鄄 nique of Rock Mechanics. Beijing: Science Press, 2007 (李晓红, 卢义玉, 康勇, 等. 岩石力学实验模拟技术. 北 京: 科学出版社, 2007) [11] Guan Z C, Gong Z F, Chen R C, et al. Experimental study on mix proportion of rock similar material based on orthogonal de鄄 sign. J Highway Transp Res Develop, 2016, 33(9): 92 (关振长, 龚振峰, 陈仁春, 等. 基于正交设计的岩质相似材 料配比试验研究. 公路交通科技, 2016, 33(9): 92) [12] Dong J Y, Yang J H, Yang G X, et al. Research on similar ma鄄 terial proportioning test of model test based on orthogonal design. J China Coal Soc, 2012, 37(1): 44 (董金玉, 杨继红, 杨国香, 等. 基于正交设计的模型试验相 似材料的配比试验研究. 煤炭学报, 2012, 37(1): 44) [13] Chen X, Liao Z H, Li D J. Experimental study of effects of joint inclination angle and connectivity rate on strength and deformation properties of rock masses under uniaxial compression. Chin J Rock Mech Eng, 2011, 30(4): 781 (陈新, 廖志红, 李德建. 节理倾角及连通率对岩体强度、变 形影响的单轴压缩试验研究. 岩石力学与工程学报, 2011, 30(4): 781) [14] Sun X S, Li J L, Wang L H, et al. Experimental research on an鄄 isotropic mechanical characteristic of samples with single prefabri鄄 cated joint. Rock Soil Mech, 2014, 35(Suppl 1): 29 (孙旭曙, 李建林, 王乐华, 等. 单一预制节理试件各向异性 力学特性试验研究. 岩土力学, 2014, 35(增刊 1): 29) [15] Che F X, Li L Y, Liu D A. Fracture experiments and finite ele鄄 ment analysis for multi鄄cracks body of rock鄄like material. Chin J Rock Mech Eng, 2000, 19(3): 295 (车法星, 黎立云, 刘大安. 类岩材料多裂纹体断裂破坏试 验及有限元分析. 岩石力学与工程学报, 2000, 19(3): 295) [16] Pu C Z, Cao P, Zhao Y L, et al. Numerical analysis and strength experiment of rock鄄like materials with multi鄄fissures un鄄 der uniaxial compression. Rock Soil Mech, 2010, 31(11): 3661 (蒲成志, 曹平, 赵延林, 等. 单轴压缩下多裂隙类岩石材料 强度试验与数值分析. 岩土力学, 2010, 31(11): 3661) [17] Liu H Y, Huang Y S, Li K B, et al. Test study of strength and failure mode of pre鄄existing jointed rock mass. Rock Soil Mech, 2013, 34(5): 1235 (刘红岩, 黄妤诗, 李楷兵, 等. 预制节理岩体试件强度及破 坏模式的试验研究. 岩土力学, 2013, 34(5): 1235) [18] Zhang W, Zhou G Q, Zhang H B, et al. Experimental research on the influence of obliquity on the mechanical characteristics of a fractured rock mass. J China Univ Min Technol, 2009, 38(1): 30 (张伟, 周国庆, 张海波, 等. 倾角对裂隙岩体力学特性影响 试验模拟研究. 中国矿业大学学报, 2009, 38(1): 30) [19] Xiong X G, Cao P, Cao R H. Fractal analysis of fragments of non鄄penetration ubiquitous jointed rock鄄like specimens under uni鄄 axial compression. World Sci鄄Tech R&D, 2016, 38(5): 1017 (熊心广, 曹平, 曹日红. 非贯通遍布节理类岩材料单轴压 缩破碎的分形分析. 世界科技研究与发展, 2016, 38 (5): 1017) [20] Hu S B, Deng J, Ma C D, et al. Experimental study of failure characteristics of rock containing flaw under cycle loading. Chin J Rock Mech Eng, 2009, 28(12): 2490 (胡盛斌, 邓建, 马春德, 等. 循环荷载作用下含缺陷岩石破 坏特征试验研究. 岩石力学与工程学报, 2009, 28 (12 ): 2490) [21] Zhou Q J, Li T C, Gong B N. Experimental study on shear be鄄 haviors of brittle materials under cyclic loading. Chin J Rock Mech Eng, 2007, 26(3): 573 (周秋景, 李同春, 宫必宁. 循环荷载作用下脆性材料剪切 性能试验研究. 岩石力学与工程学报, 2007, 26(3): 573) [22] Xianyu W P, L俟 X B, Zhao Q H, et al. Strength and deforma鄄 tion characteristics of rock with single pre鄄existing fissure under different loading conditions. China Meas Test, 2017, 43 (12): ·50·
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