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1 |
ZHU Fei;PENG Hongming;WANG Zhanwei;JIA Jun;Qinghai Environmental Geology Exploration Bureau,Key Laboratory of Environmental Gedogy of Qinghai Province;Qinghai Geological Surey Instutute;;Mechanism and prevention and cure measures of the landslide in the west of Qinghai province[J];中国地质灾害与防治学报;2017-01 |
2 |
CHU Hongliang;SUN Changyong;ZHANG Xiyi;LI Chenghao;China Institute of Geo-Environment Monitoring;Yantai Jereh Ghana LIMITED;China Petroleum Pipeline Bureau Tianjin Design Institute;;Research on engineering geology characteristics of Wangshan-Zhuakousi landslide in sliding zone in Emeishan city[J];中国地质灾害与防治学报;2017-01 |
3 |
TANG Luosheng;WANG Yun'an;DENG Changqing;Communications Planning & Design Institute of Hubei Province;;Three-dimensional Local Stability Evaluation of Landslide[J];安全与环境工程;2016-04 |
4 |
WANG Zhi-de;XIA Yuan-you;XIA Guo-bang;LI Jing-dong;CHEN Dong;School of Civil Engineering and Architecture, Wuhan University of Technology;Yunnan Highway Development & Investment Co., Ltd.;School of Architectural Engineering, Yunnan Jiaotong College;;An experimental study of shear strength characteristics of structural plane of bedding rock slope[J];岩土力学;2015-S2 |
5 |
XU Chong;Key Laboratory of Active Tectonics and Volcano,Institute of Geology,China Earthquake Administration;;Earthquake- triggered individual landslides and slope seismic responses across mainland China before the 2008 Wenchuan earthquake[J];科技导报;2015-01 |
6 |
ZHAO Nenghao;YI Qinglin;HU Daru;Collaborative Innovation Center for Geo-Hazards and Eco-Environment in Three Gorges Area;National Field Observation and Research Station of Landslides in Three Gorges Reservoir Area of Yangtze River,China Three Gorges University;;Physical and mechanical properties of sliding-zone soil and mechanism of its action on landslide deformation[J];人民长江;2014-13 |
7 |
Yi Guangwei;Lin Tong;Zhang Xuewen;School of Engineering,China University of Geosciences;;Study of Optimization Design of the Excavation and Support of the Zhuziba Material-Yard Slope[J];土木建筑与环境工程;2013-S2 |
8 |
HUANG Bin1,2,3,FU Xu-dong1,TAN Fan2,3,WU Zhong-ming2,3(1.School of Civil and Architectural Engineering,Wuhan University,Wuhan 430072,China; 2.Geotechnical Division,Yangtze River Scientific Research Institute,Wuhan 430010,China;3.Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources,Yangtze River Scientific Research Institute,Wuhan 430010,China);Experimental study of relationship between water content and strength or deformation of slip soil[J];岩土力学;2012-09 |
9 |
SUN Lichuan1,WANG Hongxian1,ZHOU Nianqing2,NING Baoyi1(1.Nuclear Industry of China Geotechnical Engineering Co.Ltd.,Shijiazhuang,Hebei 050021,China;2.Department of Hydraulic Engineering,Tongji University,Shanghai 200092,China);APPLICATION OF RELIABILITY THEORY TO BACK ANALYSIS OF ROCKY SLOPE WEDGE FAILURE[J];岩石力学与工程学报;2012-S1 |
10 |
ZHANG Li-ping1,LI Yi2 (Shaanxi college of Communication Technology1,Xi'an 710018,P.R.China; Geotechnical Environmental Engineering Co.,Ltd.Shaanxi Xinyuan2,Xi'an 710054,P.R.China);Qiujiayan Landslide Stability Analysis[J];科学技术与工程;2012-10 |
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