引文
[1]朱维申,陈卫忠,申晋.雁行裂纹扩展的模型试验及断裂力学机制研究[J].固体力学学报,1998,19(4):355–360.(ZHU Weishen,CHEN Weizhong,SHEN Jin.Simulation experiment and fracturemechanism study on propagation of echelon pattern cracks[J].ActaMechanica Solida Sinica,1998,19(4):355–360.(in Chinese))
[2]李银平,王元汉,肖四喜.岩石类材料中压剪裂纹的相互作用分析[J].岩石力学与工程学报,2003,22(4):552–555.(LI Yinping,WANG Yuanhan,XIAO Sixi.Interaction of frictional cracks in rock-likematerials[J].Chinese Journal of Rock Mechanics and Engineering,2003,22(4):552–555.(in Chinese))
[3]唐春安,黄明利,张国民,等.岩石介质中多裂纹扩展相互作用及其贯通机制的数值模拟[J].地震,2001,21(2):53–58.(TANGChun an,HUANG Mingli,ZHANG Guomin,et al.Numericalsimulation of propagation,interaction and coalescence of multi-cracksin rocks[J].Earthquake,2001,21(2):53–58.(in Chinese))
[4]BOBET A,EINSTEIN H H.Fracture coalescence in rock-typematerials under uniaxial and biaxial compression[J].InternationalJournal of Rock Mechanics and Mining Sciences,1998,35(7):863–888.
[5]WONG R H C,CHAU K T.Crack coalescence in a rock-likematerial containing two cracks[J].International Journal of RockMechanics and Mining Sciences,1998,35(2):147–164.
[6]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[J].岩石力学与工程学报,2000,19(3):295–298.(CHEFaxing,LI Liyun,LIU Daan.Fracture experiments and finite elementanalysis for multi-cracks body of rock-like material[J].ChineseJournal of Rock Mechanics and Engineering,2000,19(3):295–298.(in Chinese))
[7]黄明利,冯夏庭,王水林.多裂纹在不同岩石介质中的扩展贯通机制分析[J].岩土力学,2002,23(2):142–146.(HUANG Mingli,FENG Xiating,WANG Shuilin.Numerical simulation of propagationand coalescence processes of multi-crack in different rock media[J].Rock and Soil Mechanics,2002,23(2):142–146.(in Chinese))
[8]朱维申,张强勇.节理岩体脆弹性断裂损伤模型及其工程应用[J].岩石力学与工程学报,1999,18(3):245–249.(ZHU Weishen,ZHANG Qiangyong.Brittle elastic fracture damage constitutive modelof jointed rock mass and its application to engineering[J].ChineseJournal of Rock Mechanics and Engineering,1999,18(3):245–249.(in Chinese))
[9]Itasca Consulting Group,Inc..Partial flow code in 2 dimension[M].Minneapolis,USA:Itasca Consulting Group Inc.,2001.
[10]徐金明,谢芝蕾,贾海涛.石灰岩细观力学特性的颗粒流模拟[J].岩土力学,2010,31(增2):390–395.(XU Jinming,XIE Zhilei,JIA Haitao.Simulation of mesomechanical properties of limestoneusing particle flow code[J].Rock and Soil Mechanics,2010,31(Supp.2):390–395.(in Chinese))
[11]XIA M,ZHOU K P.Particle simulation of the failure process of brittlerock under triaxial compression[J].International Journal of Minerals,Metallurgy and Materials,2010,17(5):507–513.
[12]SAGONG M,BOBET A.Coalescence of multiple flaws in arock-model material in uniaxial compression[J].International Journalof Rock Mechanics and Mining Sciences,2002,39(2):229–241.
[13]郭少华.岩石类材料压缩断裂的实验与理论研究[博士学位论文][D].长沙:中南大学,2003.(GUO Shaohua.The experimental andtheoretical investigation on fracture of rock-type materials[Ph.D.Thesis][D].Changsha:Central South University,2003.(in Chinese))
[14]PETIT J P,BARQUINS M.Can natural faults propagate under modeII condition[J].Tectonics,1988,7(6):1 243–1 256.
[15]DU W,KEMENY J M.Modeling borehole breakout by mixed modecrack growth,interaction,and coalescence[J].International Journal ofRock Mechanics and Mining Sciences and Geomechanics Abstracts,1993,30(7):809–812.