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Numerical simulation and analysis of slope stability under load Xiaoxue Zhang,Binsheng Wang,Zhiqiang Lv (College of Aerospace and Civil Engineering,Harbin Engineering University Harbin 150001 China) Keywords: particle flow code (PFC);numerical simulation; load; slope failure Abstract: By biaxial test of soil particle flow simulation program, the corresponding relationship between macro and micro parameters were obtained firstly.

Temperatures Measurements in Reinforced Concrete Shear Walls Guirong Liu1,a, Fulai Qu1,b and Yupu Song2,c 1School of Civil Engineering and Communication, North China Institute of Water Conservancy and Electric Power, Zhengzhou, China 450011 2State Key Laboratory of Costal and Offshore Engineering, Dalian University of Technology, Dalian, China 116024 aliuguirong2005@163.com, bqfl@ncwu.edu.cn, csyupu@dlut.edu.cn Key words: Shear Wall; Temperature Distribution; Fire Duration; Load Intensity Abstract.

The Dynamic Analysis of high-speed cam with Considering Damping Liya Su Architecture and Civil Engineering School, Inner Mongolia University of Science and technology, Baotou, 014010, China suliya1@.imust.cn Key words: High-speed cam, damping, different period ratio, dynamic response Abstract.
Reference [1] Yamei MO.The research present situation and developing trend of CAM mechanism [J].Nantong journal of engineering, 1999, 15(1):21-24

Elastic-viscoplastic Field At The Mixed-mode Crack-Tip Under Compression And Shear Liang Wenyan1, a, Wang Zhenqing2,b and Liu Fang3,c 1Smart Structures and Advanced Composites Laboratory, College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China aliangwenyan@hrbeu.edu.cn, bwangzhenqing@hrbeu.edu.cn, cliufang@hrbeu.edu.cn Keywords: mixed-load parameter; interface crack; viscosity; dynamic propagation; Abstract.

The seismic research of connection with haunch frame Li Yun Jiang1, a XuDong Sun1, b 1The College of Civil Engineering, Inner Mongolia University of Technology, Hohhot, China, aemail:jiang_liyun@126.com, bemail:673425467@qq.com Keywords: Connection with haunch, Modal analysis, Harmonic response analysis Abstract.
Jiang: Vibration, Structural Engineering and Measurement (Shanghai, China, October 21-23, 2011), Vols.05-107, p848-852.

Reinforced Cement Composites – Effect of Hybrid Fibres on Selected Properties KOŇÁKOVÁ Dana1, a * and VEJMELKOVÁ Eva1,b 1Czech Technical University in Prague – Faculty of Civil Engineering – Department of Materials Engineering and Chemistry, Thákurova 7, 166 29 Prague 6, Czech Republic adana.konakova@fsv.cvut.cz, beva.vejmelkova@fsv.cvut.cz Keywords: Glass fiber, cement composites, mechanical properties, thermal loading.

Method for Two-people Multiple-attribute Decision Making and Its Application Fang-wei ZHANG1,2, a, Shi-he XU 3, b+ and Bao SHI1, c 1 Institute of Systems Science and Mathematics, Naval Aeronautical and Astronautical University, Yantai Shandong 264001 China; 2 Department of Civil Engineering, Yantai University, Yantai 264005,China； 3 Department of Mathematics, Zhaoqing University,Zhaoqing, Guangdong 526061, China.
A Method for Solving The Group Decision Making Problem [J], Systems Engineering, 1995; 13(3): 12-14

Wei Institute of Civil and Architecture Engineering, Xi’an University of Technology, Xi’an, China wwl_p@126.com Key Words: orthogonal grid generation; control function; finite difference Abstract: A method for orthogonal grid generation is presented.
This method will give much ease of treatment of irregular solid boundary conditions in simulation of environmental engineering, tidal river flow, dam break induced flow, spillway flow and etc, and therefore will greatly increase accuracy of computed results.

Effect analysis for reinforcing method of certain cracked bearing platform Luo Yan1,a, Yu Lang2,b 1College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059 2China Railway Eryuan Engineering Group Co.

Finite element analysis of clay shear band under plane strain condition 1,aJiyuan Liu, 1,bTaiquan Zhou* 1College of Environmental and Civil Engineering, Jiangnan University, Wuxi,China, 214122 a189838632@qq.com, bzhoutaiquan@163.com Keywords: shear band, clay specimen, overconsolidated clay, normally consolidated clay, finite element analysis Abstract: The clay shear band analysis under plane strain condition were based on modified cam clay model in finite element software ABAQUS.
Shear banding in true triaxial tests and its effect on failure in sand［J］．Journal of Engineering Mechanics, ASCE, 2001, 127( 8) : 754-761