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《Rock and Soil Mechanics》 2003-04
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Experimental study on deformation properties and duncan model parameters of soft clayey rocks

ZHANG Fang-zhi1 , CHEN Xiao-ping2 , WU Huang-feng1 , HUANG Guo-yi1 ( 1. Guangdong Technical College of Water Resources and Electric Engineering, Guangzhou 510635,China; 2. Jinan University, Guangzhou 510632,China )  
Based on a series of triaxial tests about soft clayey rocks in Guangdong, the deformation properties and the regularity of Duncan model parameters are studied. The model parameters about these rocks are provided for numerical evaluation of geotechnical engineering.
【Fund】: 广东省东—深供水改造工程指挥部资助项目:(No. DSJZ-KJ-019)
【CateGory Index】: TU452
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Chinese Journal Full-text Database 3 Hits
1 HUANG Ling 1,2,XU Han 1,RAO Xi-bao 1,HUANG Bin 1,HE Xiao-ming 1 (1.Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources,Wuhan 430010,China;2.Faculty of Engineering,China University of Geosciences,Wuhan 430074,China);Triaxial Tests Effect Study on Drilling and Pumped Sands of Gravelly Soil[J];Journal of Yangtze River Scientific Research Institute;2009-12
2 QING Qi-xiang1,2,WANG Yong-he1,LI ji-chao2(1.Department of Mechanical Engineering and Automobile Hunan University,Changsha 410082;China;2.School of Civil and Architectural Engineering,Central South University,Changsha 410075,China);Model tests of the engineering characters of weathered argillite slate rock as high railway embankment[J];Journal of Railway Science and Engineering;2007-05
3 DENG Chengfa① ZHAI Shoujun② HU Guangwei③(①Zhejiang Institute of Hydraulics & Estuary,Hangzhou 310020)(②Zhejiang Design Institute of Water Conservancy & Hydro-Electric Power,Hangzhou 310002)(③Hefei Investigation and Design CO.LTD,Hefei 230001);SENSIBILITY ANALYSES OF THE DUNCAN-CHANG MODEL PARAMETERS TO DEFORMATION OF SUPPORTING STRUCTURE FOR FOUNDATION PIT[J];Journal of Engineering Geology;2008-05
Chinese Journal Full-text Database 10 Hits
1 ZHENG Yingren et al.[;Progress in Analysis of Slope Stability[J];Underground Space;2001-04
2 MIAO Ronghui et al.;Three Dimensional Elasto-plasticity FEA for the Slope at Entrance of a Tunnel[J];Underground Space;2001-S1
3 JIA Jian(The Architectural Design & Research Institute of Tongji University,Shanghai 200092,P.R.China);The Application of Ground Treatment in Foundation Excavations[J];Chinese Journal of Underground Space and Engineering;2007-01
4 QI Ming-shan,XU Zheng-liang,CUI Qin,NING Zuo-li(Shanghai Urban Construction Design & Research Institute,Shanghai 200011,P.R.China);Study on Rotten and Cracked Granite by Triaxial Rheological Experiment[J];Chinese Journal of Underground Space and Engineering;2007-05
5 Wu Ziwang, Ma Wei, Pu Yibin and Chang Xiaoxiao (tate Key Laboratory of Frozen Soil Engineering, LIGG CAS, 730000);Monitoring the Change of Structures in Frozen Soil in Uniaxial Creep Process by CT[J];JOURNAL OF GLACIOLGY AND GEOCRYOLOGY;1996-04
6 QIAO Lan,LI Yuan Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China;Engineering Geologcal Model of High-steep Slope Damagein Opencut Mines[J];Journal of University of Science and Technology Beijing;2004-05
7 Dong Zhaoxing,Shan Renliang University of Mining and Technology of China(Jiangsu,221008)[;Research on the Failure Pattern and Strength Properties of Rock under Dynamic Loading[J];EXPLOSIVE MATERIALS;2000-01
8 Liu Hongyan ①,Wang Genwang ②,Liu Guozhen ①①Beijing University of Science & Technology(Beijing,100081)②Machinery Engineering Company,Henan Coal Construction Group Limited Company(Zhengzhou,450009);Research Development of Rock Damage Theory Characterized by Damage Variable[J];Explosive Materials;2004-06
9 LIU Jun 1, QIN Si qing 2, ZHANG Zhuo yuan 1 (1.Chengdu University of Technology, China; 2.Institute of Geology, CAS);A STUDY ON THE EVOLUTION OF ROCK MASS SYSTEM OF SLOPES AND ITS BIFURCATE MODEL[J];JOURNAL OF CHENGDU UNIVERSITY OF TECHNOLOGY;2000-04
10 ZHANG Dan (Railway Structure Engineering Company of Changchun Railway Bureau,Changchun 130010,China);Simulation research on slope stability of road base in Changbaishan region using finite element method[J];Journal of Changchun Institute of Technology;2002-02
【Secondary References】
Chinese Journal Full-text Database 9 Hits
1 GUO Jian-hu(The Fourth Survey & Design Institute of China Railway,Wuhan,430063,China);Dynamic performance on high speed railway bridge-tunnel transition section in geometric vertical irregular condition[J];Journal of Railway Science and Engineering;2008-04
2 HU Chen-suo HU Xi-ji DU Jian-xia;Four kinds of loads moving vehicle-bridge coupled model[J];Shanxi Architecture;2010-09
3 Tong Faming,Wang Yonghe,He Qun(School of Civil Engineering,Central South University,Changsha 410075,China);Experimental Study on Stiffness Changes of Transition Roadbed[J];Journal of Shijiazhuang Railway Institute(Natural Science);2009-02
4 QING Qi-xiang1,2,WANG Yong-he2,ZHAO Ming-hua1,WAN Zhi2(1.Department of Mechanical Engineering and Automobile,Hunan University,Changsha 410082,China;2.School of Civil and Architectural Engineering,Central South University,Changsha,410075,China);Research on dynamic characteristics of slab track-roadbed systems with soft rock as embankment filling under high speed moving load[J];Rock and Soil Mechanics;2008-05
5 LI Yan1,YANG Lin-de2,DONG Zhi-liang1,ZHANG Gong-xin1(1.Engineering Technology Research Institute of CCCC Forth Harbor Engineering Bureau,Guangzhou,Guangdong 510230,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);Experimental research on characteristic of deformation and hydromechanical coupling of anistropic rock[J];Rock and Soil Mechanics;2009-05
6 LU Jun-fu1,LIU Li2,WANG Ming-nian1,LI Pei-nan1 (1.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China; 2.School of Architecture and Civil Engineering,Xihua University,Chengdu 610039,China);Study of mechanical characteristics of layered subgrade under more loads[J];Rock and Soil Mechanics;2010-01
7 HU Ping1, WANG Yong-he1, QING Qi-xiang2 (1. School of Civil and Architectural Engineering, Central South University, Changsha 410075, China; 2. Department of Mechanical Engineering and Automobile, Hunan University, Changsha 410082, China);Dynamic performance of bridge approach subgrade with improved soil as base course[J];Journal of Central South University(Science and Technology);2009-06
8 Qing Qixiang1,Wang Yonghe2,Li Jichao2(1.School of Mechanical Engineering and Automobile,Hunan University,Changsha 410082,China;2.School of Civil Engineering andArchitecture,Central South University,Changsha 410075,China);Research on Parameters and Dynamic Properties of High-Speed Railway Slab Tracks[J];Journal of Hunan University of Technology(Science and Technology);2008-01
9 TIAN Hongming1,CHEN Weizhong1,2,TAN Xianjun1,WANG Hui1,TIAN Tian1(1.State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China;2.Research Center of Geotechnical and Structural Engineering,Shandong University,Jinan,Shandong 250061,China);STUDY OF REASONABLE SUPPORT SCHEME FOR SOFT ROCK TUNNEL IN HIGH GEOSTRESS ZONE[J];Chinese Journal of Rock Mechanics and Engineering;2011-11
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