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A Numerical Infiltration Model in Civil Engineering and Its Comparison with Geo-Seep Software Dongfang Tiana, Xiaoyu Ling Hydraulic and Environmental Engineer College,Three Gorges University,Yichang,Hubei,China a tdf_2005@163.com Keywords: Runoff, Seep, Numerical simulation.
Journal of Hydraulic Engineering, 2002,128 (2), 184-200

Analysis of Mechanics Characteristics of Prestressed Steel Column in High Temperature (Fire) Condition Qiang Sun 1, a, Yan Hu 1,b and Dingtang Wang1,c 1 School of Civil Engineering of Anhui Institute of Architectural and Industry asunqiang@aiai.edu.cn, bhuyan5172@gmail.com, cwdt@aiai.edu.cn Keywords: Prestressed steel column, high temperature (fire), prestressed loss, mechanical behavior, capacity, steel cable Abstract.
It is expected to provide a reference for the fire resistance design in engineering structures.
[3] X.Q.Zhang: Value Engineering, Vol.3 (2011) No.34, pp.83-84, in Chinese
[6] Z.Zhou: China Civil Engineering Journal, Vol.43 (2010) No.2, pp.23-31, in Chinese
[7] Z.Zhou and S.P.Meng: Engineering Mechanics, Vol.24 (2007) No.12, pp.93-99, in Chinese

Nonlinear Finite Element Analysis of the Bearing Capacity of a New Type of Column under Axial Load Xu Yafeng1, a, Zhao Xin1, b and Fu Yi1, c School of Civil Engineering, Shenyang Jianzhu University, Shenyang China, 110168 aceyfxu@163.com, b35678009@qq.com, c328930651@qq.com Keywords: CFRP, STCC-SRC, Finite element analysis, Axial load.
The size of RC-0 is based on an engineering project [4] and other columns' dimension are also selected based on it.
Acknowledgements The research financially supported by Scientific Research Project of Higher School Founded by Education Department of Liaoning Province (No.LS2010131) and Structural Engineering Fund of Provincial Key Laboratory Project, Shenyang Jianzhu University, Liaoning Province (No.
References [1] Xu Yafeng, He Fang, and Xiang Changyan: Steel Construction, Vol.3 (2006), p.28 [2] Xu Yafeng, Zhao Jingyi, and Liu Na: Journal of Shenyang Jianzhu University (Natural Science Edition), Vol.25 (2009), p.689 [3] Lu Yiyan, Tong Guangbing ,and Zhao Guofan: China Civil Engineering-Journal,Vol.39 (2006), p.19 [4] Xiao Jianhua, and She Hui: Guangdong Civil Engineering and Construction, Vol.1 (2005), p.16 [5] Han Linhai, Tao Zhong, and Liu Wei: Journal of Fuzhou University (Natural Science Edition), Vol.29 (2001), Vol.6, p.24
[7] Liu Tao, and Feng Wei: China Civil Engineering Journal, Vol.39 (2006), Vol.12, p.41

The Performance of Steel Beams in the High Temperature Xiuying Yang 1, a, Qiang Qin 2, b, Yangyang Cui 3, c 1School of Architecture and Civil Engineering, Liaocheng University, Liaocheng, 252059, China 2Liaocheng Institute of Planning and Architectural Design, Liaocheng, 252000, China 3School of Civil Engineering, Xi’an University of Architecture and Technology akeer2000@hotmail.com, bsdlcqqjj@126.com, ccuiyang66@163.com Keywords: High Temperature, Steel Material, Mechanical Properties, Deformation, Stress Abstract.
Introduction In the field of civil engineering, steel structure has always played a very important position.
Journal of Engineering Mechanics.
Journal of Structural Engineering.
Ye, (2005). in: Applications of ANSYS in civil engineering, China WaterPower Press.

Influence of Pro-Coating Coarse Aggregate on Engineering Properties of Recycled Concrete Yi-Han Fang1, a *, Ching-Hao Chu2, b, Wei-Ting Lin2, c, An Cheng2, d, Wei-Dong Liu1, e 1School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai, China 2Department of Civil Engineering, National Ilan University, Ilan, Taiwan a531444234@qq.com, ballen0021063@yahoo.com.tw, cwtlin@niu.edu.tw, dancheng@niu.edu.tw, ewdliu2010@126.com Keywords: Slag, Pro-coating form, Pro-coating recycled aggregate, Mechanical property.
For engineering requirements, pro-coating technology should be applied to improve the engineered properties of concrete and promote the natural resources recycling technology.
The study conducts the influence on mechanical and durability properties of the specimens containing several pro-coating aggregates as well as evaluates the performances on the engineered properties of recycled aggregate concrete.
In conclusion, using B type of pro-coated aggregate in concrete was found to gain better performances and engineered properties and the pro-coating technology should be spread to use in the natural resources recycling in concrete and construction industry.
Civil Hydraul.

ALTWAIR1, 4, e 1School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus 14300 Nibong Tebal, Pulau Pinang, Malaysia 2Department of Civil Engineering, University of Science and Technology, Sana'a, Yemen 3School of Materials and Mineral Resources Engineering, Universiti Sains Malaysia Engineering Campus, 14300 Nibong Tebal, Pulau Pinang, Malaysia 4Civil Engineering Department, Faculty of Engineering, Al-Merghab University, Al-Khums, Libya azeyad_eng@yahoo.com, bcemamj@eng.usm.my, ccenorazura@eng.usm.my, dkamarshah@eng.usm.my, eemad105907@yahoo.com Keywords: Palm oil fuel ash; unburned carbon; glassy phases; high strength concrete; engineering properties.
A recent study by Megat Johari et al. [7] showed that the integration of appropriate grinding regimes and heat treatment which lead to increased fineness and reduction in unburned carbon of POFA, contributed significantly towards improving the engineering and fluid transport properties of HSC even at 60% ultrafine POFA content.
Kiattikomol, Journal of materials in civil engineering, 21 (2009) 426
Chandara, in: Materials and Mineral Resources Engineering, Sains Malaysia, Penang, Malaysia, 2011, pp. 208

Evaluation on Engineering Geology Applicability for Urban Construction Land Based on GIS : Taking Zhengding new district of Shijiazhuang city for Example Chunyuan Liu1, a , Jianzhu Sun2, b Yu Liu3, c 1,2School of Civil Engineering, Hebei University of Technology, Beichen district,Tianjin,China, 3China Aerospace Construction Group Co.Ltd acyliu@hebut.edu.cn, bbrucesun1987@163.com , ccyliu@hebut.edu.cn Keywords: Engineering Geology, Suitability Evaluation, AHP, Rough Set, Fuzzy Comprehensive Evaluation Method, Arcgis Abstract.
In this paper, taking the Zhengding new district of Shijiazhuang city as an example, we put forward to take advantages of analytic hierarchy process and rough set theory and combine them with fuzzy comprehensive evaluation method to do the quantitative analysis of suitability of the engineering geology conditions of urban construction land .It can make the evaluation more objective.
Grading standards and corresponding value of geological environmental factors evaluation 　 Evaluation Factors Suitability rating 　 most suitable suitable less suitable unsuitable Engineering Geology Carrying Capacity /(Mpa) C1 >0.25 0.25-0.2 0.2-0.15 <0.15 Compressibility Coefficient C2 <0.1 0.1-0.3 0.3-0.5 >0.5 Thickness of collapsible loess /(meter) C3 0 3 10 20 Hydrogeolo-gic Water level /(meter) C4 >15m 15-10m 10-5m <5m Topography Slope C5 <4 4- 6 6-16 >16 Geological Structure Fault C6 non little much holocene active fault Exogenic Geological Process Earthquake C7 non weak general powerful 3.
Fig.2 Pile foundation Fig.1 Natural foundation most suitable area suitable area less suitable area Summary From Figs. 1, 2, it is concluded that in most parts of Zhengding New Area ,the engineering geology condition is very good, no adverse geological appears.
However, loess collapsibility of shallow layer and near the riparian are not appropriate to engineering construction, so designating the area in south of the floodplain along the Hu-tuo river as unsuitable area.

Li Qingfen, Harbin Engineering University, China Conference Organisers Professor Ferri Aliabadi Department of Aeronautics Imperial College, London Prince Consort Road, South Kensington London, SW7 2BY M.H.Aliabadi@imperial.ac.uk Professor Alberto Milazzo Department of Civil, Environmental, Aerospace and Materials Engineering University of Palermo Viale delle Scienze, 90128 Palermo, Italy alberto.milazzo@unipa.it Prof.
Wang Zhenqing Harbin Engineering University (Dean of College of Aerospace and Civil Engineering) Prof.
Zou Guangping Harbin Engineering University (Vice Dean of College of Aerospace and Civil Engineering) International Organizing Committee LI Huaxing Northwestern polytechnic University (Director of International Office) ZHANG Qingbin Harbin Engineering University (Director of International Office) GOU Xingwang Northwestern polytechnic University LI Ziwei Northwestern polytechnic University CHI Miao Harbin Engineering University ZHAO Yan Harbin Engineering University International Scientific Advisory Committee Abersek,B University of Maribor, Slovenia Alfaiate,J Instituto Superior Tecnico, Portugal Ashcroft,I.A Loughborough University, UK Baragetti,S Universita degli Studi di Bergamo, Italy Benedetti,I University of Parma, Italy Cerny,I SVUM , Czech Rep Chen, D-H Science University of Tokyo, Japan Constantin,N University Politehnica of Bucharest, Romania De Corte, W Ghent University, Belgium Dhondt,G MTU Aero Engines, Germany Doblare,M University
Harbin Engineering University, China Yigeng Xu.
Harbin Engineering University, China

Bending Behavior of Ethylene Vinyl Acetate Modified Engineered Cementitious Composite under Drop Weight Impact Testing Zhitao Chen1,a, Hui Zhao1,b and Yingzi Yang1,c 1School of Civil Engineering, Harbin Institute of Technology, China aztchen@hit.edu.cn, bstructurezhao@163.com, cyzyang@hit.edu.cn Keywords: ethylene vinyl acetate, engineered cementitious composite, drop weight, impact bending Abstract.
In this study, a drop weight testing method was employed to investigate the impact bending behavior of ethylene vinyl acetate (EVA) modified engineered cementitious composite (ECC).
Introduction Engineered cementitious composite (ECC) is a class of high-performance fiber reinforced cement-based composite characterized by high ductility and multiple cracking behavior [1-3].
Since ECC was invented in 1990s, a fair number of researchers devoted to further improve the performances of ECC and explore the applications of ECC for civil engineering.
In order to make the ECC to be applied in military protective engineering, the strength level also need to be improve and the dynamic properties must be deeply investigated.

This International Conference was organized by the Faculty of Civil Engineering of the Brno University of Technology in Brno, Czech Republic.
Rostislav Drochytka, CSc, MBA, dean of the Faculty of Civil Engineering of Brno University of Technology.