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The Bearing Capacity Analyses of Soil beneath the Blade of Circular Cassion Fuyou Yana, Yuancheng Guob and Shangqian Liuc School of civil Engineering, Zhengzhou University, Zhengzhou, Henan, 450001, China ayfy@zzu.edu.com, byuanchengg@zzu.edu.cn, cshangqian100200@163.com Key words: Bearing capacity, Axisymmetric, Slip line, Caisson, Blade.
Or it can be decided according to b=hed tanβ, the value of the blade embedment depth relating to the excavation surface that can be assessed according to engineering practices.
Fu: submitted to Port and Waterway Engineering (2009)
Solov’ev: submitted to Soil Mechanics and Foundation Engineering (2008)

Adsorption of Copper in aqueous solution by modified peanut shell Yu Chen 1, a, Zhengjun Gong 1, b, Shunsheng Yang 2, c and Caiyun Sun 1, d 1 Faculty of Geosciences and Environmental Engineering, Southwest Jiaotong University, Chengdu 610031, China 2School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China abutter_cy@163.com, bgongzhengjun@126.com, cseanse@126.com, d437621315@qq.com Keywords: Adsorption, Cu2+, Peanut Shell，Kinetic Parameters Abstract.
The removal of copper ions and other heavy metal ions from wastewater has drawn increasing attention and has become an urgent problem to the environmental engineering field today[1]-[3].
Chemical Engineering Journal,2007,132:299–309 [2]Nuhoglu Y.

The analysis of combined prediction model of building energy consumption with grey theory and RBF neural network Yan Bai1,3,a, Qingchang Ren2,b, Hongmei Jiang3,a 1 School of Science, Xi'an University of Architecture and Technology, Xi'an, Shannxi, 710055, China 2 School of Information and Control Engineering, Xi'an University of Architecture and Technology, Xi'an, Shannxi, 710055, China 3 School of Civil Engineering, Xi'an University of Architecture and Technology, Xi’an, 710055,China acoffeetreecn@126.com, brenqch@163.com, cjhmxmsh@sina.com Keywords: Building Energy Consumption, GM(1,1) Model, Radial Basis Neural Network.
Advances in Engineering Software Vol. 40 (2009), p. 356 [2] Erdal Kayacan, Baris Ulutas and Okyay Kaynak: Grey system theory-based models in time series prediction.
Journal of Systems Engineering and Electronics Vol. 17 (2006), p. 230 [4] J.J.

Analytical Study on Seismic Performance of Switchboard with Hybrid Spring Supports Choi, Kyung-Suk1,a, Jun Sae-Mee1,b, Yi, Waon-Ho2,c and Kim, Hyung-Joon1,d 1University of Seoul, Department of Architectural Engineering Arch & Civil Eng’g Bldg, Siripdae-Gil 13, Dongdaemun-Gu, Seoul, Korea 130-743 2Kwangwoon University, Department of Architectural Engineering Wolgye-Dong 447-1, Nowon-Gu, Seoul, Korea 139-701 akyungsuk@uos.ac.kr, bsammyjun@uos.ac.kr, cwhyi@kw.ac.kr, dhyungjoonkim@uos.ac.kr Keywords: electrical equipment, base isolation, hybrid spring, non-linear time history analysis Abstract.
Jounal of Structural Engineering, Vol.117 No.4(1991), p.1201-1217 [2] ENIDINE : Wire rope isolator technologies.
F., & Giannini, R. : Study of the effectiveness of steel cable dampers for the seismic protection of electrical equipment. 14th World Conference on Earthquake Engineering, Beijing, China, October(2008)

Gelled Crude Oil Particle Deformation under Hydraulic Suspension Transport Investigated by Numerical Simulation Xiaoyan Liu1,2,a, Youhang Li1,b , Xiaoqing Li1, Chenchen Zhao2, Lijun Liu2 1School of Civil Engineering, Northeast Petroleum of University, Daqing 163318, China； 2 Hei Longjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, Daqing 163318, China； aliu_xydq@163.com, bqingkonghang@126.com Keywords: Multi-phase flow; Gelled crude oil particle; Deformation; Phase-field method Abstract.
Journal of Engineering Thermo Physics. 29(7):1167-1170
Proceeding of the 3rd IASME/WSEAS Int．Conf．On heat transfer,thermal engineering and environment,Corfu,Greece,August 20-22,2005,49-54

Shaking table test study on mid-story isolation structures Jianmin Jin1, 2,a, Ping Tan1,b, , Fulin Zhou 1, c, Yuhong Ma 1,d, Chaoyong Shen1,e 1 Earthquake Engineering Research & Test Center, Guangzhou University, Guangzhou, 510405, P.R.China 2 School of Civil Engineering ,Xi’an University of Architecture and Technology, Xi’an 710055,P.R.
Seismic control of structures (Seismological Press , Beijing 1997) [2] Xiangzhen Li,Hailong Ou,Shu Lin.Earthquake engineering and engineering vibration(in Chinese), Vol. 22(2002), No.1,p. 121 [3] Ai Qi,Guochen Zheng.

Applied Research on Fuzzy Comprehensive Evaluation of BOT Projects in the Transfer Phase Xuan Wang a, Yixin Wang b and Zengke Yang c School of Civil Engineering, Henan Polytechnic University, Jiaozuo , Henan Province, China.
Because of the insurance or the appropriate quality assurance engineering provided by the project after the transfer, the ultimate aim of these constraints is to raise project risk awareness of the parties involved, which can promote them actively to avoid and prevent risks and forestall the "malicious operations" when the project is about the transfer References [1] Wang Shouqing, Ke Yongjian.
Journal of Construction Engineering and Management.2007, v133:50~63 [5] Wibomo, Andreas.Valuing guarantees in a BOT infrastructure project.
Engineering, Construction and Architectural Management, 2004, v11:395~403

Influence of External Tendons on Dynamic Characteristics of Box Girder with Corrugated Steel Webs Jianbo Chen1, a, Baodong Liu1, b and Pengfei Li1, c 1School of Civil Engineering, Beijing JiaoTong University, Beijing 100044, China a09121658@bjtu.edu.cn, bbaodongliu@vip.sina.com, c08115259@bjtu.edu.cn Keywords: Box girder with corrugated steel webs; Dynamic Characteristic; External tendons; Resonance.
[5]Miyarnoto,Ayaho; Tei,Katsuji; Nakamura,Hideaki; Bull,John W., Behavior of prestressed beam strengthened with external tendons, Journal of Structural Engineering. 126(9), 2000, 1033-1044
Earthquake Engineering and Engineering Vibration. 25(2), 2005, 55-61

Structural Safety Monitoring during Retrofit of Shanghai Expo Puxi Entertainment Hall ZHAO Ming1,a, LIAO Jun2,b 1 Tongji University, Department of Building Engineering, No.1239, Siping Rd, Shanghai, China 2 Shanghai Geotechnical Investigations & Design Institute Co., Ltd, No.111, Zhayin Rd, Shanghai, China azhaom@tongji.edu.cn, bliaoj1983@126.com Keywords: Existing Truss Structure; Safety Monitoring; Wireless Vibrating-wire sensors; FBG sensors; BOTDA sensor system.
Introduction Structural safety control is of great importance during construction period of engineering structures.
Civil engineers need significant resources to ensure the safety of structures.
By monitoring of real-time stress, crack developing trend, changes of displacement, engineers can minimize the risk of failure during reconstruction process of exist buildings.

Gurtin-type quasi-variational principle of intelligent structure based on nonlinear theory Zongmin Liu 1,2, a, Haiyan Song 1, b , Jize Mao 1, c 1College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, P.R. 
China 2Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, P.R.
Liang: Variational principles and applications (Harbin Engineering University Press, Harbin 2005).