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《Shanxi Architecture》 2008-08
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The three-axial experimental E—μ model and the parameter deciding of the E—B model

LUO Qin ZHANG Yuan-fang LI Yao-dong  
It analyses the E—μ model and the parameter deciding of the E—B model of Duncan,decides its model parameter combined with project practice and analyses the effect,and puts forward the attention program of three-axial compress experiment,to supply reference.
【CateGory Index】: TU411
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1 YANG Guo-yan;On analysis of failure criteria of clay's regular triaxial tests[J];Shanxi Architecture;2010-02
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1 GUAN Zheng-mei SHI Wei-qiang;Dynamic triaxial test on dynamic shear modulus and damping ratio[J];Shanxi Architecture;2005-20
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1 ZHOU Bin1,2,ZHANG Keneng1,XU Jingjing3,RUAN Yongfen3(1.Central South University,Changsha410083,China;2.Hunan City University,Yiyang413000,China;3.Kunming University of Science and Technology,Kunming650224,China);The calculation of lateral water-earth pressures of the foundation pit under steady seepage[J];Sichuan Building Science;2007-01
2 GUO Wen1,LI Qiang2,WANG Ruheng1,3(1.Southwest University of Science and Technology,Mianyang 621010,China;2.Mianyang Dalu Architecture Design Company,Mianyang 621010,China;3.Chongqing University,Chongqing 430045,China);Experimental study on influence of vibration frequency to dynamic modulus and damping ratio characteristics of saturate sandy pebble soil[J];Sichuan Building Science;2007-06
3 XU Nian-chun1,SHI Wei-li2,SHI Dong-hong3(1.Chongqing University of Science & Technology,Chongqing 401331,China;2.Zhejiang Design Institute of Water Conservancy and Hydroelectric Power,Zhejiang 310002,China;3.Chongqing Survey Institute,Chongqing 400020,China);Finite Element Analysis on Dynamic Coefficient for Slopes Subjected to Earthquake Load[J];Chinese Journal of Underground Space and Engineering;2008-06
4 WU Yue1,LIU Dong-sheng2,YUAN Xing-ping2(1.Dept.of Architecture & Civil Engineering,Logistical Engineering University of PLA,Chongqing 400041;2.Chongqing Institute of Geology & Mineral Resources Survey,Chongqing 400039,China);Analysis on Slope Seepage Field and Stability in Drawdown of Reservoir Water Level[J];Chinese Journal of Underground Space and Engineering;2008-06
5 Yao Aimin Wang Yunxia (College of Architecture,North China Univ.of Tech.,100041,Beijing,China);Comparison of Characteristics Between Normal Consolidated Soil and Over-consolidated Soil[J];Journal of North China University of Technology Beijing China;2007-01
6 DING Yong-chun~1 DAI Bin~2 WANG Jian-hua~1 XU Zhong-hua~2 1.Department of Civil Engineering,Shanghai Jiaotong University,Shanghai,200030,China; 2.East China Architectural & Research Institute Co.,LTD,200002,China;Field Observation of a Deep Excavation Adjacent to Subway Tunnels[J];Journal of Beijing University of Technology;2008-05
7 YANG Yu-you,ZHANG Qin-xi,ZHANG Zai-ming,LIU Yan,LI Cong (College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China);The Application of Dimensional Analysis in Model Experiment of Geotechnical Engineering[J];Journal of Beijing University of Technology;2009-06
8 XIAO Hong-yu,HUANG Ying,SUN Hong-bo,JIN Ke-sheng(College of Power Engineering,Kunming University of Science and Technology,Kunming 650051,China);Determination of cohesive soil's permeability coefficient after thinking of initial hydraulic gradient[J];Journal of Railway Science and Engineering;2006-01
9 Liu Hongjun(Department of Civil Engineering,Wuyi University,Jiangmen 529020,P.R.China);Zhang Limin(Jilin Highway Survey and Design Institute);Compression and Consolidation Behaviors of Swamp Soft Soil in Qiqihar Region[J];Journal of Northeast Forestry University;2009-02
10 Shang Shouping,Liu Fangcheng,Lu Huaxi,Du Yunxing(Civil Engineering College,Hunan University,Changsha 410082,China);Design and experimental study of a model soil used for shaking table test[J];Earthquake Engineering and Engineering Vibration;2006-04
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 LU Yue-jun, TANG Rong-yu, SHA Hai-jun (Institute of Crustal Dynamics, China Seismological Bureau, Beijing 100085, China);Experimental Study on Dynamic Shear Modulus Ratio and Damping Ratio of the Soils of Bohai Seafloor[J];Journal of Seismology;2003-02
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