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Analysis of a mountain side slope stability based on seepage Weibin Yuan1, Chuanxin Dai1, Ji Yao2 and Liede Wang1 1College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, China 2Construction Engineering College, Kunming University of Science and Technology, Kunming 650224, China Keywords: seepage side slope stability anchor measure Abstract: The soil physical mechanics parameters of a mountain side slope were gained upon field investigation and indoor rock mechanics tests.
Mechanic Automation and Control Engineering, 2011, 6083-6086
A numerical investigation of the stability of unsaturated soil sloped subjected to transient seepage [J], Engineering Geology, 2009, 22(1-2):32-43

Introduction With the advancement of science technology and the acceleration of urbanization, high-rise buildings have already become the main construction forms of urban infrastructure, and it’s mechanical properties are be concerned by engineering designers and researchers.
With the improve of computer level, civil engineers have paid more and more attention to the finite element analysis of reinforced concrete structures.
A study of combined bending and axial load in reinforced concrete members (University of Illinois Engineering Experiment Station, America 1951)
(In Chinese) [6] X.M.Wang: Numerical Analysis of Engineering Structures by Ansys (People's traffic press,China, 2007).

Effect of Asphalt Layer Modulus on the Mechanical Properties and Service Life of Heavy Load Semi-rigid Asphalt Pavement Xiao hua Wang 1, a, Ji shu Sun 2,b, Tian Xiao1 and Hui ran Pi2 1 Tianjin Municipal Engineering Design & Research Institute, No. 239 Yingkou Street, Heping District, Tianjin, 300051, China 2 College of Civil Engineering, Hebei University of Technology, No. 29 Guangrong Road, Hongqiao District, Tianjin, 300130, China atjwxiaohua@126.com, bsjshebut@126.com Keywords: Asphalt pavement, Modulus, Heavy load, Service life, Mechanical property Abstract.
International Journal of Transportation Engineering, November 2007: p625-633
[5] Tianjin Municipal and Highway Engineering Administration Bureau.

Structural Parameter Identification Based on Equivalent Single Degree Systems Yanwei Wanga, Zifa Wang b and Ruizhi Wenc Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China a wangyanwei@iem.ac.cn, bzifawang@yahoo.com, cruizhi@iem.net.cn Keywords: equivalent single degree systems; parameter identification; optimization algorithm; differential evolution Abstract.
In civil engineering, structural parameter identification has been seen as an important way for structural health monitoring, model updating, and condition evolution and control.
Acknowledgment The research presented in this paper has been funded by Basic Research Found of Institute of Engineering Mechanics, China Earthquake Administration (Project 2008B010) and the National Basic Research Program of China (Project 2007CB714205).
[2] Marco Savoia and Loris Vincenzi: Journal of Earthquake Engineering.

Analysis on Effect of Detention-Pond on Reduction of Flooding Potential around the Tainan Scientific Base Industrial Park, Journal of Chinese Institute of Civil and Hydraulic Engineering 19 (2): 189-198
Advanced Paddy Field Engineering.
The Japanese Society of Irrigation, Drainage and Reclamation Engineering (JSIDRE): 170
Model analysis of runoff load reduction from paddy fields through recycling irrigation, National Institute for Rural Engineering 24: 1-2

The wind speed prediction based on AR model and BP neural network Conglin Zhang 1,a 1College of Civil Engineering, Tianjin University, Tianjin 300072, China aconglin9210@sina.com Keywords: AR model; BP neural network; wind speed prediction; comparative analysis Abstract.
Comparison of linear, Kalman filter and neural network downscaling of wind speeds from numerical weather prediction. 2011 10th International Conference on Environment and Electrical Engineering (EEEIC): p1~2
Wind Engineering, 2011, 35(3): p369~379
Proceedings of the 2010 Asia-Pacific Power and Energy Engineering Conference (APPEEC 2010): p1~5.

Influence of Freeze-thaw Cycles on Multiaxial Strength of Concrete Likun Qina Lingxia Gao b and Hongwei Songc Department of Civil Engineering, Dalian Nationalities University, 116600, China a qinlk89@163.com, bgaolingxia2006@126.com, c Shw@dlnu.edu.cn Keywords: freeze-thaw cycles; concrete; uniaxial compression; mutliaxial compression; strength Abstract.
This conclusion can propose theoretical foundation for design of concrete structures in cold environment Introduction In practical engineering, most of concrete structures are in a multiaxial stress state.
Mechanical properties experiments of concrete after freeze-thaw cycles under uniaxial, biaxial and triaixial compression were completed on the large static-dynamic triaxial test system in State Key Laboratory of Coastal and Offshore Engineering of Dalian University of Technology.
Chinese Journal of Rock Mechanics and Engineering, Vol.24 No.10(2005), p.1740-1745.

Finite element analysis of unsteady seepage flow through the earth dam of Huangbizhuang Reservoir DU Er-xia1, a,SUN Jian-heng2,b 1 College of Civil Enginnering and Architecture,Hebei University ,Baoding 071002,China 2 College of Urban & Rural Construction,Agriculture University of Hebei,Baoding 071001,China aduerxia1234@126.commail, b sjh@ hebau.edu.cn Keywords: Earth dam, Unsteady seepage, Finite element method Abstract.
Introduction Earth dam is one of the hydraulic engineering, which is used the most widely .
In China, because of lacking of technology and the equipment, and the policy of “built ,but neglect the management”, the water conservancy project built in the1950 s to 1960s last century come up with a lot of problems, and many engineering have been listed out for those problems.
Fig.3 Free surface of seepage flow of Huangbizhuang reservoir main dam （from 121.0m to 104m cost480h） Conclusions The engineering example’s calculation and analysis show that: (1) Program is used iterative to calculate the factors of seepage, the method is simple, the calculated results are accurate and it also has a high efficiencies
Journal of hydraulic engineering, 2001, (8) :49-52

., Nanchang 330000, China; 2 School of Civil Engineering, Central South University, Changsha 410075, China; 3 National Engineering Laboratory for High Speed Railway Construction, Changsha 410075, China a windychao0728@sina.com Key words: CRTSⅡ ballastless track; cement asphalt mortar; withhold device; vertical deformation Abstract: CRTS II ballastless track slab tend to generate vertical deformation when filling cement asphalt mortar.
Engineering practice indicates that it is extremely easy for rainwater to penetrate into the space between track plate and cement asphalt mortar after the joint is generated.
(In Chinese) [3] GAO Liang: Track engineering (China Railway Press, Beijing 2010).

Leakage Detection Method for Piping Network Based on BP Neural Network Jin Tao1, Zhou Ze-yuan1* 1College of Power Engineering, Naval University of Engineering, Wuhan 430033, P.
Neural network’s nonlinear mapping function has been widely used in civil engineering design and research.
Model Prediction of Processing—Property of TCll Titanium Alloy Using Artificial Neural Network, Rare metals and engineering, vol 11, pp.1951-1955 (2011)