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1 |
XIONG Jing,ZHANG Jianhai(School of Hydaulic Eng.,Sichuan Univ.,Chengdu 610065,China);Investigation on stability against deep level sliding of Xiangjiaba hydrostation gravity dam[J];Sichuan Building Science;2009-04 |
2 |
YANG Ping,CHEN Hong(School of Information and Engineering,Sichuan Agricultural University,Yaan 625014,China);Discussion on reduction factors of strengthen reduction method[J];Sichuan Building Science;2010-04 |
3 |
MO Wei-wei~1,XU Ping~(1,2),DING Xiu-li~2(1.Key Laboratory of Geotechnical Mechanics and Engineering,the Ministry of Water Resources,Wuhan 430019,China;(2.Rock Foundation Division,Yangtze River Scientific Research Institute,Wuhan 430019,China);Research Advances on the Influences of Reservoir Water Level Fluctuation on Slope Stability[J];Chinese Journal of Underground Space and Engineering;2006-06 |
4 |
DONG Yong~(1,2) ZHANG Zi-xin~(1,2) (1.Key Laboratory of Geotechnical and Underground Engineering,Ministry of Education,Shanghai 200092,China; 2.Department of Geotechnical Engineering,School of Civil Engineering,Tongji University,Shanghai 200092,China);Application of Strength Reduction FEM in the Stability Analysis of Highway Tunnel Slope[J];Chinese Journal of Underground Space and Engineering;2007-S1 |
5 |
HUA Yuan~1 ZHOU Tai-quan~1 XING Huan-lan~2 (1.Department of Civil Engineering,Sonthern Yangtze University Wuxi,214122 China; 2.Shijiazhuang Railway Polytechnic Institute,Hebei,Shijiazhuang,050041 China);Field Test and Stability Analysis of Layered Cutting Slope Soil Nailing Structure[J];Chinese Journal of Underground Space and Engineering;2007-S1 |
6 |
LI Zhong-you1,DENG Yong2,JI Qiu-lin2,LI Xin-zhen3,HU Bai-wan3(1.Department of Architecture and Civil Engineering,Logistical Engineering University,Chongqing 400041,China;2.Chongqing Second Municipal Engineering Co.,Ltd.Chongqing 400030,China;3.Chongqing Communication Planning and Prospecting Design Institute,Chongqing 400067,China);Numerical Analysis on High Fill Slope of Fenjie East Overpass in Yunyang-Fenjie Expressway[J];Chinese Journal of Underground Space and Engineering;2009-02 |
7 |
Hou Shiwei,Du Xiuli,Li Liyun(Key Laboratory of Urban Security and Disaster Engineering,Beijing University of Technology,Beijing100124,China);The Sliding-plane in Analysis of the Soil Slope Stability[J];Chinese Journal of Underground Space and Engineering;2010-03 |
8 |
Zhang Lei~1,Chen Lihua~2,Chen Jin~1,Huang Haibin,Zeng Xiangrong~1 (1.Departnebt.of Architecture & Civil Engineering,Logistical Engineening University,Chongqing 401311,China; 2.China Merchants Chongqing Communications Research & Design Institute Co.,Ltd.,Chongqing 400067);Stability Analysis and Evaluation of Zhenzilin Ancient Landslide[J];Chinese Journal of Underground Space and Engineering;2010-S2 |
9 |
Zhou Jun1,3,Yang Zisong1,2,Peng Fangle1,3(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Technical Support Center of Shanghai Construction Group,Shanghai 200083,China;3.Research Center for Underground Space,Tongji University, Shanghai 200092,China);A Study on the Support Pressure Limit of the Excavation Face of Shield Tunnel under Upslope Conditions[J];Chinese Journal of Underground Space and Engineering;2011-05 |
10 |
Huang Wei1,2,Pan Hong1,Wang Yanyan1(1.State Key Laboratory of Subtropical Building Science,South China University of Technology,Guangzhou 510640,China;2.Elite Architectural Co.,Ltd,Foshan,Guangdong 528312,China);Determination on Rational Spacing of Barrier Pile for All-covered Type of Sheet Pile Wharf[J];Chinese Journal of Underground Space and Engineering;2012-01 |
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