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Study on Pressure-bending Stress Transfer in the Joint of the Steel-Concrete Composite Arch Bridge Guowen Yao1, 2, a, Liang Zhou 2, b, Zhixiang Zhou1, 2, c and Shiya Li1, d 1State Key Laboratory Breeding Base of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong University, Chongqing China 2School of Civil Engineering and Architecture, Chongqing Jiaotong University, Chongqing China ayaoguowen@sina.com, bzhoulian_274531162@qq.com, czhixiangzhou@cqjtu.edu.cn, dlisyhyy@163.com Key words: the steel-concrete composite joint, stress transfer, model test, pressure-bending load.
Imbsen: Structural Engineering International, Vol. 5(2009), p. 317 [2] Z.X.

The Boundary Element Method To Solve The 2D Elastic Stress And Displacement Problem Zhongping Yang1, a, Nan Cong2,b 1 Gansu Institute Of Architecture Design And Research, Lanzhou, Gansu, 730030, China 2 School of Civil Engineering Lanzhou University of Technology, Lanzhou, Gansu, 730050, China ayangzp5818@126.com, bcongnan009@163.com Keywords: The boundary element method, Somigliana formula, Boundary integral equation, Constant unit,node Abstract.
Introduction Many problems in engineering all boils down to press initial condition and boundary conditions to solve a partial differential equation of the initial( boundary )value problem.
Journals Of Hunan Engineering College, (2006)

Effect of sulfate ion to chloride ion transmission in concrete under flexural load Zuquan Jin 1, a, Qichang Zhuang 2,b and Jie Lin 3,c 1College of Civil Engineering, Qingdao Technological University, Qingdao 266033，China 2School of material engineering, Yantai Nanshan university, Yantai 265713，China 3Shandong Water Polytechnic, Rizhao 276826, China ajinzuquan@126.com, bzhuangqichang@126.com, crizhaolj@163.com Keywords: concrete; flexural load; chloride ion; sulfate ion.
[9] Jianxin Sun: Railway Engineering, 9(2010): P132.

Analysis on Stability of Reinforced Soil at Shield Departure Area Dahu Rui1, a, Yang Wang1, b, Changhai Zhang1, c and Yongshuan Chen2, d 1 School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454003, China 2 China Railway 16 Bureau Group Beijing Metro Engineering Construction Co., Ltd, Beijing, China adhrui@hpu.edu.cn, b304016948@163.com, c445879486@qq.com, dchenysh1970@sohu.com Keywords: Shield Tunnel, Stability, Departure from Shaft, Reinforced soil, Numerical Simulation.
Journal Geotechnical and Geoenvironmental Engineering(1998)

Leon1,d 1Department of Mechanical Engineering, School of Engineering, Blekinge Institute of Technology, SE-371 79, Sweden 2Centre for Advanced Materials Technology (CAMT), School of Aerospace, Mechanical and Mechatronic Engineering J07, The University of Sydney, Sydney, NSW 2006, Australia 3Madrid Institute for Advanced Studies of Materials (IMDEA Materials) 28040 Madrid, Spain asharon.kao-walter@bth.se, bmats.walter@bth.se, caravind.dasari@imdea.org, darmando.leon@bth.se Keywords: Tearing, laminate, delaminate, Essential Work of Fracture, 2-leg trousers.
[11] Information on http://abaqus.civil.uwa.edu.au:2080/v6.7/

A coupled FE-TLE model for the prediction of Subway Train-induced Ground-borne Vibrations Hesheng Tang 1, a, Jie Wang 2,b , Jiawu Shi2,c 1 State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China 2 Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092, China a thstj@tongji.edu.cn, bwangwangtank@gmail.com, c ashijiawu@163.com Keywords: FE-TLE, subway, vibration, layered soil, dynamic interaction, in-situ experiment Abstract.
As such, the problem of train-induced ground-borne vibration and noise has received increasing attention from both engineers and researchers.

Study on Soil Particle Size Distribution by Digital Image Processing Jianshu Hou College of Electrical Engineering & Renewable Energy, China Three Gorges University, Yichang 443002, China hjs@ctgu.edu.cn Keywords: Digital image processing, Soil particle, Particle size distribution, Edge detection.
Introduction There are lots of colluvial slopes and engineering discard soil slopes in the Three Gorges Reservoir area, China.
Fig.1 Discard soil particles The digital image processing presents a good way to estimate the character of particles and structures of civil engineering materials [3-5].

Corrosion Rates and Mechanical Properties of Rebar HRB400 Ping Li a Department of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang 471023, China aeappol@163.com Key Words: Rebar HRB400, Corrosion rate, Strength, Elongation Abstract: The corrosion rates of rebar HRB400 in 0.5 wt.% NaCl solution were measured, and the mechanical properties before and after corrosion were tested.
Nevertheless, with the change of environment and the passage of time, the carbonization of concrete and the inrush of chloride cause the corrosion of rebar at different extent, which leads to the concrete weakening and thereby continuous engineering accidents.
Journal of Zhengzhou University (Engineering Science), Vol. 26 (2005), p. 85 (in Chinese)

Fourth national engineering design based on computer applications, 2011: 1102-1103
Journal of Jilin Teachers Institute of engineering and technology, 2010(3): 56-62
Beijing Institute of Civil Engineering and Architecture, 2010: 3-15.

Practical calculation of cable-stayed arch bridge lateral stability Wei Lu1,2,a, ,Ding Zhou2,b,Zhi Chen1,c 1School of Civil Engineering & Mechanics, Huazhong University of Science and Technology, Wuhan,Hubei 430074,China 2Wuhan Municipal Engineering Design & Research Institute Co.
The construction stability of arch bridges has always been a critical problem and gained intense attentions in the engineering field [2].