·782. 工程科学学报，第40卷，第7期 behavior of sandstone containing hole and fissure under uniaxial mechanical behavior of sandstone with coupling effects under uni- compression.Chin J Rock Mech Eng,2012,31(Suppl 2):3539 axial compression.J China Coal Soc,2015,40(7):1518 (杨圣奇，刘相如，李玉寿.单轴压缩下含孔洞裂隙砂岩力学 (朱谭谭，靖洪文，苏海健，等.孔洞-裂隙组合型缺陷砂岩力 特性试验分析.岩石力学与工程学报，2012,31（增刊2）： 学特性试验研究.煤炭学报，2015,40(7)：1518) 3539) [10]Zhang Q W,Gao B B.Ma LJ,et al.Study on crack propagation [2]Yang S Q.Dai Y H,Han LJ,et al.Uniaxial compression experi- in sandstone containing double circular opening.Chin Undergr mental research on deformation and failure properties of brittle Space Eng,2016,12(Suppl 2):432 marble specimen with pre-existing fissures.Chin J Rock Mech (张庆文，高保彬，马龙军，等.含双孔洞砂岩裂纹演化规律 Emg,2009,28(12):2391 研究.地下空间与工程学报，2016,12（增刊2）：432) (杨圣奇，戴永浩，韩立军，等。断续预制裂隙脆性大理岩变 [11] Du M R,Jing H W,Su H J,et al.Experimental study of 形破坏特性单轴压缩试验研究.岩石力学与工程学报，2009， strength and failure characteristics of sandstone containing prefab- 28(12):2391) ricated elliptical hole.J China Univ Min Technol,2016,45(6): [3]Yang S Q,Lu C H,Qu T.Investigations of crack expansion in 1164 marble having a single pre-existing hole:experiment and simula- (杜明瑞，靖洪文，苏海健，等.含预制椭圆形孔洞砂岩强度 tions.J China Unin Min Technol,2009,38(6):774 及破坏特征试验研究.中国矿业大学学报，2016,45(6)： (杨圣奇，吕朝辉，渠涛.含单个孔洞大理岩裂纹扩展细观试 1164) 验和模拟.中国矿业大学学报，2009,38(6)：774) [12]Du M R,Jing H W,Su H J,et al.The effect of the shape of the [4]Zuo S Y,Xiao M,Xu JK,et al.Numerical simulation of dynam- hole on the strength and the damage of the sandstone.Eng Mech, ic damage effect of surrounding rocks for tunnels by blasting exca- 2016,33(7):190 vation.Rock Soil Mech,2011,32(10)3171 (杜明瑞，靖洪文，苏海健，等.孔洞形状对砂岩强度及破坏 (左双英，肖明，续建科，等.遂道爆破开挖围岩动力损伤效 特征的影响.工程力学，2016,33(7)：190) 应数值模拟.岩土力学，2011,32(10)：3171) [13]Tang CA,Kou SQ.Crack propagation and coalescence in brittle [5]Xiao JQ,Feng X T,Lin D N.Influence of blasting round on ex- materials under compression.Eng Fract Mech,1998,61(3-4): cavation damaged zone of surrounding rock.Chin Rock Mech 311 Emg,2010,29(11):2248 [14]Tang C A,Lin P,Wong R H C,et al.Analysis of crack coales- (肖建清，冯夏庭，林大能。爆破循环对围岩松动图的影响 cence in rock-like materials containing three flaws-一PartⅡ：nu- 岩石力学与工程学报，2010,29(11)：2248) merical approach.Int J Rock Mech Min Sci,2001,38(7):925 [6]Li D Y,Li X B.Li C L,et al.Experimental and numerical stud- [15]Zhao Y H.Crack pattern evolution and a fractal damage constitu- ies of mechanical response of plate-shape granite samples contai- tive model for rock.Int J Rock Mech Min Sci,1998,35(3): ning prefabricated holes under uniaxial compression.Chin Rock 349 Mech Eng,2011,30(6):1198 [16] Wang R,Zhao Y S,Chen Y,et al.Experiment and finite ele- (李地元，李夕兵，李春林，等.单轴压缩下含预制孔洞板状 ment simulation of X-type shear fractures from a crack in marble. 花岗岩试样力学响应的试验和数值研究.岩石力学与工程学 Tectonophysics,1987,144(1-3):141 报，2011,30(6)：1198) [17]Zhao Y H.Mini-crack development from a cemented fracture in [7]Liu Z W.Li Y H.Experimental investigation on the deformation marble specimen under uniaxial compression.Chin Rock Mech and crack behavior of rock specimen with a hole undergoing uniaxi- Emg,2004,23(15):2504 al compressive load.Eng Mech,2010,27(8):133 (赵永红.受单轴压缩大理岩填充制缝周围的微裂纹生长 (刘招伟，李元海。含孔洞岩石单轴压缩下变形破裂规律的实 岩石力学与工程学报，2004,23(15)：2504) 验研究.工程力学，2010,27(8)：133) [18]Zhang B,Li S C,Zhang D F,et al.Uniaxial compression me- [8]Zhu TT,Jing H W,Su HJ,et al.Mechanical behavior of sand- chanical property test,fracture and damage analysis of similar stone containing double circular cavities under uniaxial compres- material of jointed rock mass with filled cracks.Rock Soil Mech, sion.Chin J Geotech Eng,2015,37(6):1047 2012,33(6):1647 (朱谭谭，靖洪文，苏海健，等.含双圆形孔洞砂岩单轴压缩 (张波，李术才，张敦福，等.含充填节理岩体相似材料试件 力学特性试验研究.岩土工程学报，2015,37(6)：1047) 单轴压缩试验及断裂损伤研究.岩土力学，2012,33(6)： [9]Zhu TT,Jing H W,Su H J,et al.Experimental investigation on 1647)工程科学学报,第 40 卷,第 7 期 behavior of sandstone containing hole and fissure under uniaxial compression. Chin J Rock Mech Eng, 2012, 31(Suppl 2): 3539 (杨圣奇, 刘相如, 李玉寿. 单轴压缩下含孔洞裂隙砂岩力学 特性试验分析. 岩石力学与工程学报, 2012, 31 ( 增刊 2 ): 3539) [2] Yang S Q, Dai Y H, Han L J, et al. Uniaxial compression experi鄄 mental research on deformation and failure properties of brittle marble specimen with pre鄄existing fissures. Chin J Rock Mech Eng, 2009, 28(12): 2391 (杨圣奇, 戴永浩, 韩立军, 等. 断续预制裂隙脆性大理岩变 形破坏特性单轴压缩试验研究. 岩石力学与工程学报, 2009, 28(12): 2391) [3] Yang S Q, L俟 C H, Qu T. Investigations of crack expansion in marble having a single pre鄄existing hole: experiment and simula鄄 tions. J China Univ Min Technol, 2009, 38(6): 774 (杨圣奇, 吕朝辉, 渠涛. 含单个孔洞大理岩裂纹扩展细观试 验和模拟. 中国矿业大学学报, 2009, 38(6): 774) [4] Zuo S Y, Xiao M, Xu J K, et al. Numerical simulation of dynam鄄 ic damage effect of surrounding rocks for tunnels by blasting exca鄄 vation. Rock Soil Mech, 2011, 32(10): 3171 (左双英, 肖明, 续建科, 等. 隧道爆破开挖围岩动力损伤效 应数值模拟. 岩土力学, 2011, 32(10): 3171) [5] Xiao J Q, Feng X T, Lin D N. Influence of blasting round on ex鄄 cavation damaged zone of surrounding rock. Chin J Rock Mech Eng, 2010, 29(11): 2248 (肖建清, 冯夏庭, 林大能. 爆破循环对围岩松动圈的影响. 岩石力学与工程学报, 2010, 29(11): 2248) [6] Li D Y, Li X B, Li C L, et al. Experimental and numerical stud鄄 ies of mechanical response of plate鄄shape granite samples contai鄄 ning prefabricated holes under uniaxial compression. Chin J Rock Mech Eng, 2011, 30(6): 1198 (李地元, 李夕兵, 李春林, 等. 单轴压缩下含预制孔洞板状 花岗岩试样力学响应的试验和数值研究. 岩石力学与工程学 报, 2011, 30(6): 1198) [7] Liu Z W, Li Y H. Experimental investigation on the deformation and crack behavior of rock specimen with a hole undergoing uniaxi鄄 al compressive load. Eng Mech, 2010, 27(8): 133 (刘招伟, 李元海. 含孔洞岩石单轴压缩下变形破裂规律的实 验研究. 工程力学, 2010, 27(8): 133) [8] Zhu T T, Jing H W, Su H J, et al. Mechanical behavior of sand鄄 stone containing double circular cavities under uniaxial compres鄄 sion. Chin J Geotech Eng, 2015, 37( 6): 1047 (朱谭谭, 靖洪文, 苏海健, 等. 含双圆形孔洞砂岩单轴压缩 力学特性试验研究. 岩土工程学报, 2015, 37(6): 1047) [9] Zhu T T, Jing H W, Su H J, et al. Experimental investigation on mechanical behavior of sandstone with coupling effects under uni鄄 axial compression. J China Coal Soc, 2015, 40(7): 1518 (朱谭谭, 靖洪文, 苏海健, 等. 孔洞鄄鄄裂隙组合型缺陷砂岩力 学特性试验研究. 煤炭学报, 2015, 40(7): 1518) [10] Zhang Q W, Gao B B, Ma L J, et al. Study on crack propagation in sandstone containing double circular opening. Chin J Undergr Space Eng, 2016, 12(Suppl 2): 432 (张庆文, 高保彬, 马龙军, 等. 含双孔洞砂岩裂纹演化规律 研究. 地下空间与工程学报, 2016, 12(增刊 2): 432) [11] Du M R, Jing H W, Su H J, et al. Experimental study of strength and failure characteristics of sandstone containing prefab鄄 ricated elliptical hole. J China Univ Min Technol, 2016, 45(6): 1164 (杜明瑞, 靖洪文, 苏海健, 等. 含预制椭圆形孔洞砂岩强度 及破坏特征试验研究. 中国矿业大学学报, 2016, 45 (6): 1164) [12] Du M R, Jing H W, Su H J, et al. The effect of the shape of the hole on the strength and the damage of the sandstone. Eng Mech, 2016, 33(7): 190 (杜明瑞, 靖洪文, 苏海健, 等. 孔洞形状对砂岩强度及破坏 特征的影响. 工程力学, 2016, 33(7): 190) [13] Tang C A, Kou S Q. Crack propagation and coalescence in brittle materials under compression. Eng Fract Mech, 1998, 61(3鄄4): 311 [14] Tang C A, Lin P, Wong R H C, et al. Analysis of crack coales鄄 cence in rock鄄like materials containing three flaws—Part II: nu鄄 merical approach. Int J Rock Mech Min Sci, 2001, 38(7): 925 [15] Zhao Y H. Crack pattern evolution and a fractal damage constitu鄄 tive model for rock. Int J Rock Mech Min Sci, 1998, 35 (3 ): 349 [16] Wang R, Zhao Y S, Chen Y, et al. Experiment and finite ele鄄 ment simulation of X鄄type shear fractures from a crack in marble. Tectonophysics, 1987, 144(1鄄3): 141 [17] Zhao Y H. Mini鄄crack development from a cemented fracture in marble specimen under uniaxial compression. Chin J Rock Mech Eng, 2004, 23(15): 2504 (赵永红. 受单轴压缩大理岩填充割缝周围的微裂纹生长. 岩石力学与工程学报, 2004, 23(15): 2504) [18] Zhang B, Li S C, Zhang D F, et al. Uniaxial compression me鄄 chanical property test, fracture and damage analysis of similar material of jointed rock mass with filled cracks. Rock Soil Mech, 2012, 33(6): 1647 (张波, 李术才, 张敦福, 等. 含充填节理岩体相似材料试件 单轴压缩试验及断裂损伤研究. 岩土力学, 2012, 33 (6): 1647) ·782·