引文
[1]陈生水,霍家平,章为民.“5.12”汶川地震对紫坪铺混凝土面板坝的影响及原因分析[J].岩土工程学报,2008,30(6):795-801.CHEN Sheng-shui,HUO Jia-ping,ZHANG Wei-min.Analysis of effects of“5.12”Wenchuan earthquake onZipingpu concrete face rockfill dam[J].Chinese Journalof Geotechnical Engineering,2008,30(6):795-801.
[2]郭熙灵,胡辉,包承纲.堆石料颗粒破碎对剪胀性及抗剪强度的影响[J].岩土工程学报,1997,19(3):83-88.GUO Xi-ling,HU Hui,BAO Cheng-gang.Experimentalstudies of the effects of grain breakage on the dilatancyand shear strength of rockfill[J].Chinese Journal ofGeotechnical Engineering,1997,19(3):83-88.
[3]张启岳,司洪洋.粗颗粒土大型三轴压缩试验的强度与应力应变特性[J].水利学报,1982,(9):22-31.ZHANE Qi-yue,SI Hong-yang.Shear strength andstress-strain property of coarse grain soil determined bylarge scale triaxial compression tests[J].Journal ofHydraulic Engineering,1982,(9):22-31.
[4]傅华,凌华,蔡正银.粗颗粒土颗粒破碎影响因素试验研究[J].河海大学学报(自然科学版),2009,37(1):75-79.FU Hua,LING Hua,CAI Zheng-yin.Influencing factorsfor particle breakage of coarse grained soil[J].Journal ofHohai University(Natural Sciences),2009,37(1):75-79.
[5]刘君,刘福海,孔宪京.考虑破碎的堆石料颗粒流数值模拟[J].岩土力学,2009,29(增刊):107-112.LIU Jun,LIU Fu-hai,KONG Xian-jing.Particle flowcode numerical simulation of particle breakage ofrockfill[J].Rock and Soil Mechanics,2009,29(Supp.):107-112.
[6]邵磊,迟世春,贾宇峰.堆石料大三轴试验的细观模拟[J].岩土力学,2009,30(增刊):239-243.SHAO Lei,CHI Shi-chun,JIA Yu-feng.Meso-mechanical simulation of a large scale triaxial test ofrockfill materials[J].Rock and Soil Mechanics,2009,30(Supp.):239-243.
[7]马刚,周伟,常晓林,等.堆石体三轴剪切试验的三维细观数值模拟[J].岩土工程学报,2011,33(5):746-753.MA Gang,ZHOU Wei,CHANG Xiao-lin,et al.3Dmesoscopic numerical simulation of triaxial shear tests forrockfill[J].Chinese Journal of GeotechnicalEngineering,2011,33(5):746-753.
[8]周健,池永.土的工程力学性质的颗粒流模拟[J].固体力学学报,2004,25(4):377-382.ZHOU Jian,CHI Yong.Simulating soil properties byparticle flow code[J].Chinese Journal of SolidMechanics,2004,25(4):377-382.
[9]周健,池永.砂土力学性质的细观模拟[J].岩土力学,2003,24(6):901-906.ZHOU Jian,CHI Yong.Meso-mechanical simulation ofsand mechanical properties[J].Rock and Soil Mechanics,2003,24(6):901-906.
[10]周健,史旦达,贾敏才,等.砂土单调剪切力学性状的颗粒流模拟[J].同济大学学报(自然科学版),2007,35(10):1299-1304.ZHOU Jian,SHI Dan-da,JIA Min-cai,et al.Numericalsimulation of mechanical response on sand undermonotonic loading by particle flow code[J].Journal ofTongji University(Natural Science),2007,35(10):1299-1304.
[11]CHO G C,DODDS J,SANTAMARINA J C.Particleshape effects on packing density,stiffness,and strength:Natural and crushed sands[J].Journal of Geotechnicaland Geoenvironmental Engineering,2006,5:591-602.
[12]LIM W L,MCDOWELL G R.Discrete elementmodelling of railway ballast[J].Granular Matter,2005,7(1):19-29.
[13]LU M,MCDOWELL G R.The importance of modellingballast particle shape in the discrete element method[J].Granular Matter,2006,9(1-2):69-80.
[14]POTYONDY D O,CUNDALL P A.A bonded-particlemodel for rock[J].International Journal of RockMechanics and Mining Sciences,2004,41(11):1329-1364.
[15]CHENG Y P,NAKATA Y,BOLTON M D.Discreteelement simulation of crushable soil[J].Geotechnique,2003,53(7):633-641.
[16]ROBERTSON D,BOLTON M D.DEM simulations ofcrushable grains and soils[C]//The 4th InternationalConference on the Micromechanics of Granular Media.Sendai,Japan:[s.n.],2001:623-626.
[17]ROBERTSON D.Computer simulations of crushableaggregates[D].Cambridge:Cambridge University,2000.