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FQ: 双月
AD of Publication: 湖北省武汉市
Lanuage: 英文;
ISSN: 1674-7755
CN: 42-1801/O3
YP: 2009
Url: 中国科学院武汉岩土力学所;中国岩石力学与工程学会;武汉大学
Recommended Journals
2012 -01
Estimation of convergence of a high-speed railway tunnel in weak rocks using an adaptive neuro-fuzzy inference system(ANFIS) approach A.C.Adoko,Li Wu* Faculty of Engineering,China University of Geosciences,Wuhan,430074,China
Stress arch bunch and its formation mechanism in blocky stratified rock masses Xin Huang1,2,Zixin Zhang1,2* 1 State Key Laboratory for Geomechanics and Deep Underground Engineering,China University of Mining and Technology,Xuzhou,221008,China 2 Department of Geotechnical Engineering,School of Civil Engineering,Tongji University,Shanghai,200092,China
Pile-clayey soil interaction analysis by boundary element method Mohammed Y.Fattah1,Kais T.Shlash1,Madhat S.M.Al-Soud2 1 Department of Building and Construction Engineering,University of Technology,Baghdad,Iraq 2 Department of Civil Engineering,University of Mustansiryah,Baghdad,Iraq
Damage-free coring technique for rock mass under high in-situ stresses Peng Yan1,2,3,Wenbo Lu1,2*,Ming Chen1,2,Zhigang Shan3,Xiangrong Chen3,Yong Zhou3 1 State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan,430072,China 2 Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education,Wuhan University,Wuhan,430072,China 3 HydroChina Huadong Engineering Corporation,Hangzhou,310014,China
Experiments on mechanical properties of salt rocks under cyclic loading Weiguo Liang*,Chuanda Zhang,Hongbo Gao,Xiaoqin Yang,Suguo Xu,Yangsheng Zhao Mining Technology Institute,Taiyuan University of Technology,Taiyuan,030024,China
A modified maximum tangential tensile stress criterion for three-dimensional crack propagation Dunfu Zhang1*,Weishen Zhu1,2,Shucai Li1,2,Bo Zhang1,Weidong Wang1 1 School of Civil Engineering,Shandong University,Jinan,250061,China 2 Geotechnical and Structural Engineering Research Center,Shandong University,Jinan,250061,China
A comprehensive testing method for global stability analysis of high arch dams Lin Zhang,Yuan Chen*,Baoquan Yang,Jianye Chen,Chengqiu Hu State Key Laboratory of Hydraulics and Mountain River Engineering,Sichuan University,Chengdu,610065,China
GPS monitoring and analysis of ground movement and deformation induced by transition from open-pit to underground mining Fengshan Ma1,Haijun Zhao1*,Yamin Zhang1,Jie Guo1,Aihua Wei1,Zhiquan Wu2,Yonglong Zhang2 1 Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing,100029,China 2 Longshou Mine,Jinchuan Group Co.,Ltd.,Jinchang,737100,China
Coupled hydro-mechanical effect of a fractured rock mass under high water pressure Zhongming Jiang1*,Shurong Feng2,Sheng Fu2 1 School of Hydraulic Engineering,Changsha University of Science and Technology,Changsha,410114,China 2 HydroChina Zhongnan Engineering Corporation,Changsha,410004,China
Source location error analysis and optimization methods Maochen Ge Missouri University of Science and Technology,Rolla,MO 65409,USA
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