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《JOURNAL OF NORTHERN JIAOTONG UNIVERSITY》 1998-01
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Non Linear Deformation Analysis of Rock Joints

Qiao Chunsheng Zhang Qing (College of Civil Engineering and Architecture,Northern Jiaotong University,Beijing 100044)  
Considering the non linear deformation character of rock joints, a new non linear constitute model of rock joints,which can describe the opening/closure and shear characteristics of joints,has been derived from the mathematical theory of plasticity.This model is useful for stability or hydromechanical coupling analysis of slopes or underground excavations by FEM.
【CateGory Index】: TD313.5,
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
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6 YANG You-hai 1,WANG Chang-hong 2 (1.School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou 730070,China; 2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China; 3.Technology Center,Shanghai Construction Group,Shanghai 200083,China);Elastic-Visco Displacement Back Analysis in Tunnel Engineering Considering Temporal-Spatial Effects[J];Chinese Journal of Underground Space and Engineering;2009-03
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1 Wang Jie~(1,2) Zhang Xiaojun~1 Zheng Huaichang~(1,3) Li Jinfeng~1 (1.Shandong University of Science and Technology,2.Central South University,3.University of Science and Technology Beijing);Analysis on Safety and Stability of Non-regular Mined-out Area[A];[C];2007
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5 Chen Xiaowen (Guangdong Provincial Research Institute of Water Conservancy and Hydro-power,Guangzhou,510610);FEM ANALYSIS OF HYDRAULIC PRESSURE TEST IN BRANCHING PIPE TESTING TUNNEL OF GUANGZHOU PUMPED STORAGE POWER PLANT[A];[C];1996
6 Yang Jialu (North China Hydroelectropwer College Handan 056021) Zhao Nairu (Hebei Science and Technology College of Coal-Architecture Handan 056038) Yao Baokui Liu Zhuhua (Institute of Geology,Academia Sinica Beijing 100029);INFLUENCE OF THE FAULT WITH THE CLAY GOUGE ON THE MECHANICS BEHAVIOUR OF SURROUNDING ROCK[A];[C];1998
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8 CHEN Wei~1,Pan Yuefeng~2,Qian Qihu~1,Wang Mingyang~1 (1 Engineering Institute,PLA University of Science and Technology,Nanjing 210007;2.Engineering Design and Research Institute of Second Artillery,Beijing 100011,China;);MECHANISM OF ZONAL DISINTEGRATION WITHIN ROCK MASS AROUND DEEP TUNNEL[A];[C];2008
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【Co-references】
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1 Sheng Jianlong;FEM for Coupling of Solid and Liquid Phases and Its Application[J];UNDERGROUND SPACE;1999-04
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4 CAO Yuxin1,2,XU Lanmin1,2,SHEN Yupeng1,2(1.School of Civil Engineering and Architecture,Beijing Jiaotong University,Beijing 100044,China;2.The 14th China Railway Construction Bureau Group,Jinan 250014,China);Application of Geogrid in Permafrost Embankment of Qinghai-Tibet Railway[J];Journal of Beijing Jiaotong University;2008-01
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6 Wang Zhe (College of Civil Engineering and Architecture,Northern Jiaotong University,Beijing 100044);Anti Dissipation and Uniaxial Creep Constitutive Equations[J];JOURNAL OF NORTHERN JIAOTONG UNIVERSITY;1998-04
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1 ZHANG Yao~(1,2),XIONG Liang-xiao~(1,2)(1.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);ROCK RHEOLOGICAL MECHANICS:PRESENT STATE OF RESEARCH AND ITS DIRECTION OF DEVELOPMENT[J];Journal of Geomechanics;2008-03
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