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《CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING》 1994-01
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Numerical Modelling of Rock Joints under Dynamic Loading

Li Hing(Shanxi Institute of Mechahical Engineering, Xi'an)G. Swoboda(University ot Innsbruck, Austria)Ge Hiou-run(Wuhan Institute of Rock and Soil Mechanics, Academia Sinica)  
The wave prowation in jointed rock is analysed by FEM with a special joint element de-veloped in this peper. The formulas of FEM for the constraint joint element is derived as well as the im-pactreleasing conditions. With the proposed numerical medel, an Anstrian highway tunnel under blastloading is analysed with consideration of the joint behaviors.
【CateGory Index】: TU452
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2 YAN Zijian1,2,3,XIA Caichu1,2,WANG Xiaodong4,ZHANG Chunsheng5 (1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education,Tongji University,Shanghai 200092,China;3.Shanghai Jianke Project Management Co.,Ltd.,Shanghai 200032,China;4.Ertan Hydropower Development Company,Chengdu 610021,China;5.East China Investigation and Design Institute,Hangzhou 310014,China);Shear Rheological Properties and Model for Rock Joints[J];同济大学学报(自然科学版);2009-05
3 YU Jin1,ZHAO Xiao-bao2,ZHAO Wei-bing1,LI Xiao-zhao2,GUAN Yun-fei1(1.Geotechnical Engineering Department,Nanjing Hydraulic Research Institute,Nanjing 210024,China;2.Department of Earth Sciences,Nanjing University,Nanjing 210093,China);Improved nonlinear elastic constitutive model for normal deformation of rock fractures[J];岩土工程学报;2008-09
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5 YU Jin1,GUAN Yun-fei1,XIAO Lin2,ZHANG Di3 (1.Geotechnical Engineering Department,Nanjing Hydraulic Research Institute,Nanjing 210024,China;2.Department of Earth Sciences,Nanjing University,Nanjing 210093,China;3.Jiangsu Engineering Consulting Center,Nanjing 210003,China);Transmission of elastic P-wave across single fracture with different nonlinear normal deformation behaviors[J];解放军理工大学学报(自然科学版);2007-06
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8 LIU Yuan-ming 1,XIA Cai-chu 2(1.School of Civil and Architecture Engineering,Guizhou University,Guiyang 550003,China;2.Key Laboratory of Geotechnical Engineering,Department of Geotechnical Engineering,School of Civil Engineering,Tongji University,Shanghai 200092,China);Advances in research of rock masses containing discontinuous joints in direct shear test[J];岩土力学;2007-08
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1 PEI Xiangjun;CUI Shenghua;HUANG Runqiu;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology;;A model of initiation of Daguangbao landslide:dynamic dilation and water hammer in sliding zone during strong seismic shaking[J];岩石力学与工程学报;2018-02
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7 SUN Jin-shan;LI Zheng-chuan;LIU Gui-ying;Yi Bing;Faculty of Engineering,China University of Geosciences;Chongqing City Comprehensive Transportation Hub ( Group) Co.,Ltd.;Chongqing Survey,Design and Research Institute Co.Ltd.of CREEC;;Rheological characteristic of argillaceous weak intercalation under intermittent dynamic shear loads[J];煤炭学报;2017-07
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10 LIU Tingting;LI Xinping;ZHENG Yun;LUO Yi;GUO Yunhua;School of Civil Engineering and Architecture,Wuhan University of Technology;Hubei Key Laboratory of Roadway Bridge and Structure Engineering,Wuhan University of Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences;;P-wave propagation across a filling structure with three element model[J];岩石力学与工程学报;2017-S1
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1 WANG Zhanjiang,MEN Chaoju,LIU Guanlan,LI Yunliang,LI Xiaolan (Northwest Institute of Nuclear Technology,Xi'an,Shaanxi 710024,China);FREE-FIELD STRESS AND GROUND MOTION OF UNDERGROUND CONFINED CHEMICAL EXPLOSIONS WITH SPHERICAL CHARGE IN LIMESTONE[A];[C];2010
2 WANG Ming-yang, TANG Ting, ZHOU Ze-ping (Engineering Institute of Engineering Corps, PLA University of Science and Technology, Nanjing 210007, China);EFFECTS OF GEOLOGICAL STRUCTURAL FAULTS ON BLASTING SEISMIC WAVE PROPAGATION[A];[C];2005
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