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BIM technology Used in underground subway station planning simulation Hongke Pu1, a*, Qingchao Wei1,b 1 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China apeakhill@163.com, bqcwei@bjtu.edu.cn Keywords: BIM technology, underground station, planning, cooperative design, cost.
Using BIM technology in civil engineering, construction and management of underground space, realize the underground engineering design, plan approval, construction, daily management full cycle of information, intellectualization.
Journal of information Technology in Civil Engineering and Architecture. 2012, 4(2), p.52 (in Chinese) [2] CHEN Qian, ZHANG Yuan.
Value Engineering.2012,(2), p.61 (in Chinese) [3] Chen Qiang.
Journal of information Technology in Civil Engineering and Architecture.2012,4(1), p.22 (in Chinese) [4] Hu Song，Feng Dongpo，Li Donghao， Hu Hanyu.

ZhengZhou 450052, China Corresponding Author: Mei Weng Keywords: Fuzzy Matrix, Cost Driving Factors, Software Engineering Abstract.
In addition, current common stock methods are formed through gathering and analyzing the historical projects data by expects, and exist some difference with civil prefects in time and space.
Therefore, adopting scientific methods to localize the assess methods, improving estimating accuracy; managing the civil software project development scientifically and arranging reasonable schedule have important significance and practical value.
Limits to Software Estimation .ACM, Software Engineering Notes, 2001, 2(4):54 [4] Ingunn Myrtveit.Reliability and Validity in Comparative Studies of Software Prediction Models.IEEE Transactions on Software Engineering, May.2005 [5] RayAshman.Project Estimation: A Simple use-case-based Model [J], IEEE Computer Society IT PRO, July/August 2004

Determination of the Anchorage Depth of Rigid Anti-slide Piles Based on Biparameter Method Yanzhi Wu Department of Civil Engineering, Hefei University, Hefei 230022, China wuyanzhill@126.com Keywords:biparameter method;strength reduction;anti-slide pile;anchorage depth Abstract: In order to improve the design and calculation of anti-slide piles, the design method is proposed which can calculate anchorage depth of rigid piles based on bi-parameter mode of foundation coefficient and the corresponding formula is deduced in details.
When the depth is too shallow, pile stability is poor; when the depth is too deep, it is difficult to construct and engineering investment increased.
Design and computation of anti-slide piles.Beijing: China Railway Publishing House,(1983) (in Chinese) [2] Xiaojun Hu, Jianguo Wang: China Civil Engineering Journal, Vol. 40, No.1 (2007), p.65-68.
(in Chinese) [3] Wenju Zhang, Qihua Zhao, Jingjing Liu: Hydrogeology & Engineering Geology， No.3 (2006), p.61-63.
China.Technical code for building slope engineering.

Effect of Staged Excavation on Retaining Structure in Soft Soil Area Jie Liu1, 2,a, Xinguang Xu1,b 1School of Civil Engineering, Tianjin University, Tianjin 300072, China 2Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education, Tianjin 300072, China atdlj5536@sina.com, bxuxinguang2010@163.com Keywords: Deep Foundation Excavation, Construction Monitoring, Retaining Structure, Displacement, Settlement Abstract.
According to the engineering characteristics, the excavation was divided into three typical operating conditions.
The general rules of the deformation and internal force of retaining structures induced by staged excavation were given, which will provide the references for similar engineering.
Technology of deep excavation in soft soil has been one of the key engineering problems.
Liu: Journal of Shandong Institute of Architecture and Engineering.

Vibration Table Test and Computer Simulation Analysis of Reinforced Concrete Eccentric Frame - Shear Wall Structures Bing Li1,a, Heping Jiang2,b 1 College of Civil Engineering Shenyang Jianzhu University, Liaoning, China; 2 College of Civil Engineering Shenyang Jianzhu University, Liaoning, China; aemail:cebli@sjzu.edu.cn; bemail:jhp15942375482@163.com.
Reinforced concrete eccentric frame - shear wall structures has been widely used in Engineering, but this structure is mostly used for high-rise structure.
Frontiers of Green Building Materials and Civil Engineering.
ANSYS Finite Element Numerical Analysis Principle and Application in Engineering 2005

3-D ESPI Measurements Applied to Selected Engineering Problems HALAMA Radim 1,a *, HORŇÁČEK Lukáš2, PEČENKA Luboš1, KREJSA Martin3, ŠMACH Jiří2 1 VŠB Technical University of Ostrava, Department of Applied Mechanics, Centre of Excellence IT4Innovations, 17. listopadu 15, Ostrava, Czech Republic 2 VŠB - Technical University of Ostrava, Faculty of Mechanical Engineering, Department of Applied Mechanics, 17. listopadu 15, Ostrava, Czech Republic 3 VŠB - Technical University of Ostrava, Faculty of Civil Engineering, Department of Structural Mechanics, Ludvíka Podéště 1875/17, Ostrava, Czech Republic aradim.halama@vsb.cz Keywords: ESPI technique, experimental stress analysis, stress contours, material testing, fillet weld.
Krejsa et al., Experimental verification of the steel fillet welded joint model: Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing, CTU in Prague, Prague, Czech Republic (in press).

The performance analysis of Calcium Silicate Composited Wall's impact resistance Mingming Chen 1, a, Zhong Tao 1,b , Hemin Zhang 2,c , Wenzheng Yu 1,d 1Department of Civil Engineering, Kunming University of Science and Technology, 650500, China 2YunNan Civil Air Defense Architectural Design Institute Co., Ltd.
Kunming 650118, China ayuruochunfeng@163.com, btsy0410km@126.com, czhhm0224@163.com ,d254810607@163.com Keywords: calcium silicate composited board, impact experiment, engineering application, impact resistance, window wall Abstract.
This paper introduces the impact experiment and an engineering application of the new composited wall which composed of calcium silicate composited board.
According to the thickness of board, it can be divided into 90 series and 120 series, and can be used as non-load-bearing interior and exterior wall’s building envelope of various industrial and civil buildings.

Development of Hydraulic Oil-fired Deicing System for Aircraft Deicing Vehicle Ke Deng1,a, JinLin Wang1,b 1Anhui University of Technology, School of Mechanical Engineering, Ma’anshan, Anhui Province 243032, P.R.
The products not only can be applied in domestic airports but also in civil fields, being of important innovative and practical significance.
From the above, the development of new deicing system and firing boiler suitable for aircraft deicing vehicle, not only can lower product price and shorten maintenance cycle, but also can fill in the domestic blank and be applied in civil fields, being of important innovative and practical significance.
The products not only can be applied in domestic airports but also in civil fields, being of important innovative and practical significance.

Soil stress of shield tunnel face in sands under high hydraulic pressure CHEN Meng-qiao1,a, LIU Jian-kun1,b, XIAO Jun-hua2,c 1 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China 2School of Civil Engineering, Nanjing University of Technology, Nanjing 210009, China amengqiaochen@126.com, bjkliu@bjtu.edu.cn, cjhxiao@njut.edu.cn Keywords: Shield tunnel; Face stability; High hydraulic pressure; Soil stress; Soil arching effect Abstract.
ASCE Journal of Geotechnical Engineering, 1994, 120: 1148-1165
China Civil Engineering Journal, 2011, 44(7): 142-148
Chinese Journal of Geotechnical Engineering, 2005, 27(8): 897-902
China Civil Engineering Journal, 2006, 39(10): 112-116

Effect of Cement-Asphalt Emulsion Mortar Based on a Laboratory Investigation Patcharapan Nanthavisit1,a, Peerapong Jitsangiam2,b and Preda Pichayapan2,c 1Graduate School, Chiang Mai University and Department of Civil Engineering, Faculty of Engineering Chiang Mai University, Chiang Mai, Thailand 2Excellence Center in Infrastructure Technology and Transportation Engineering (ExCITE) and Department of Civil Engineering, Faculty of Engineering Chiang Mai University, Chiang Mai, Thailand apatcharapan_nan@cmu.ac.th, bpeerapong@eng.cmu.ac.th, cpreda@eng.cmu.ac.th Keywords: Cement-Asphalt Emulsion, Cement-Asphalt Emulsion mortar, Compressive strength, Flexural strength Abstract.
Acknowledgments The authors gratefully acknowledge use of the services and facilities of the Department of Civil Engineering, Faculty of Engineering Chiang Mai University.
Lytton, Theoretical prediction of drying shrinkage of concrete, Journal of Materials in Civil Engineering Vol. 7 Issue 4 (1995), p. 204 - 207
Akpinar, Effect of Cement on Emulsified Asphalt Mixtures, Journal of Materials Engineering and Performance Vol. 16 Issue 5 (2007), p. 578-583