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Develop high-strength concrete of C60 with local raw material Hao Runxia1, a, Guo Xiaoyan1, a , Hang Meiyan1, a (1College of Architecture and Civil Engineering, Inner Mongolia University of Science and Technology, Baotou 014010, Inner Mongolia) ahaorx5300630@163.com Keywords: Fly ash, Slag powder, High-strength concrete, C60 Abstract.
Introduction Concrete is main material modern engineering structure.
References [1] Hunan University, etc: Civil Engineer material (China building industry press, China 2002)
Li: High perfoemance concrete and mineral blending materials study and engineering application collected papers (China building industry press, China 2006) , p. 221-224

The Smoke exhausts research on urban underground fast road Zhou Xi1.a, Liu Dongdong2.b 1.2School of Civil Engineering and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044 a zhouxi0928@163.com, b ddongliu@sina.com Keywords: urban underground road; smoke flow; temperature distribution; simulation of smoke Abstract.
References [1] Yiqing Li, Dongdong Liu, Multilayer comprehensive transportation hub of disaster prevention design, China Building Industry Press, 19-22(2010) [2] Ahmed Kashef, Fire And Smoke Control In Road Tunnels-a Case Study, ASHRAE Transactions, Patent 6,283-292(2008) [3]Hanhua Hu, Ventilation and air conditioning for underground space engineering, Central south university press, 114-118(2005) [4]Fei Gao, Xin Li, ANSYS CFX 14.0 super learning manual, Posts and Telecom Press, 2013

Determining Passenger Car Equivalent for Motorcycle at Mid-block of Sesetan Road I Gusti Raka Purbanto1,a 1Department of Civil Engineering, Faculty of Engineering, Udayana University Bukit Jimbaran-Badung, Bali, Indonesia 80361 araka-1@indo.net.id Keywords: Passenger Car Equivalent, Motorcycle, Mixed Traffic, Urban Road Link Abstract.
Sudarsana, Passenger Car Equivalent Determination on Urban Road Links using Ratio Time Headway Method, Unpublished Final Project, Department of Civil Engineering, Faculty of Engineering, Udayana University, Bali, 2013.

Development of Ship-Building Assembly System for Ship’s Blocks using 3D Measurements System Dong-Myung Lee1, Soo-Young Kim 2 and Byung-Young Moon3,a 1Department of Naval Architecture and Ocean Engineering, Pusan National Univ, Busandaehak-ro 63beon-gil, Geumjeong-gu, Busan, 609-735,Republic of Korea 2 Department of Naval Architecture and Ocean Engineering, Pusan National Univ, Busandaehak-ro 63beon-gil, Geumjeong-gu, Busan, 609-735,Republic of Korea 3 Department of Naval Architecture, Kunsan National University, 1170 Daehagro, Gunsan, 573-701, Republic of Korea amoonby20@gmail.com Keywords: Ship Building Method, Ship Assembly System, Ship Design, Block Measurement System Abstract.
Because of that ship’s block measurement adapted measurement method is used from civil engineering.
But this method has been verified for a long time in civil engineering, and it has more reasonable price than photography measurement.

Ltd n China 2Faculty of Civil Engineering and Architecture, Kunming University of Science and Technology in China Corresponding author: Weishui Fei aliu372988745@163.com, bfws6407@163.com, cwupeiguan@126.com, d374070060@qq.com Key words: cement concrete pavement, evaluation, fuzzy mathematics, the analytic hierarchy process, weight Abstract.
The building of evaluation model At the evaluation on the cement concrete pavement performance, there is no definitely national code, make the evaluation inevitably joined as a result subjective judgment, this process that judgment contains a fuzzy phenomenon, namely light and moderate, moderate and heavy of the Corresponding author：FEI Wei-shui, an associate professor, civil engineering, China, 650224 E-mail:FWS6407@163.com boundary of is fuzzy.
Conclusion This paper takes engineering as to rely on and put forward the cement concrete pavement according to the fuzzy mathematics theories situation on pavement multi-layer fuzzy comprehensive evaluation method, counteract the analytic hierarchy process, the method improved weigh to the weight, made to the subjective judgment effectively objective description, finally set up the structure and data organized form of evaluation system according to the evaluation model.
The investigation and evaluation about cement concrete pavement in guangxi ,edited by Engineering information of China.2007（2）.

Canadian Journal on Civil Engineering, 1(1): 15–18 [4] M.A.
Civil Engineering Dimension, 6(2): 88–93
Journal of Construction and Building Materials, 26 (2012): 638-654 [13] Zong Shou Lin And Yang Chong, Investigation On Recycled Cement Based On Waste Concrete, Key Engineering Material Vol. 509 (2012) Pp40-44 L
Journal of Engineering, 26 (2013): 365-374

Experimental Studies on Damages to FRP Reinforce Bridges under the Effect of Limited Overload Ming Li 1, a, Fusheng Zhu 1,b , Lili Wang 2,c and Zhansheng Xu 3,d 1College of Resources and Civil Engineering, Northeastern University, Shenyang, 110004, China 2China Railway 13th Bureau Group 1st Engineering Co., Ltd, Shenyang, 110000, China 3In Changsha National Audit Office of the People’s Republic of China,Changsha, 410001, China alimingglj@126.com, bjinghaiming@sohu.com, cwangli1982@163.com, dzhansheng@163.com Keywords: FRP, Overload, Deflection, Bearing capacity Abstract.
Vol. 10(2006), p.163 [4] J.J.Xiong: Fatigue and fracture reliability engineering(National defence industrial press, Beijing 2008) [5] S.P.Chen and M.M.Zhang: International Conference on Electric Technology and Civil Engineering(ICETCE).

Fabrication and Mechanical Characterization of Carbon Nanotubes-Enhanced Epoxy Haydar Faleh1,a, Luming Shen2,b and Riadh Al-Mahaidi3,c 1Department of Civil Engineering, Monash University VIC 3800 Australia 2School of Civil Engineering, University of Sydney, NSW 2006, Australia 3 Faculty of Engineering & Industrial Sciences, Swinburne University of Technology, Hawthorn, VIC 3122, Australia aHaydar.Faleh@eng.monash.edu.au, bLuming.Shen@sydney.edu.au, cralmahaidi@swin.edu.au Keywords: Epoxy; Carbon Nanotubes; composites; Araldite-420; Sikadur-30.
Materials Science and Engineering-A Vol. 452–453, (2007), p.657.

Introduction In recent years, so many ocean engineering constructions had been built along with the continuous exploration and development of human beings on ocean resources.
The drying shrinkage tests of concrete conformed to DL/5150-2001 “Hydraulic Engineering Concrete Test Procedures” and in Table 6 and Fig. 3 show the drying shrinkage rate of each period.
[2] Tixier, Raphaël, Barzin Mobasher, Modeling of damage in cement-based materials subjected to external sulfate attack, Journal of materials in civil engineering. 4(2003) 305-313
Doug, Canadian use of ground granulated blast-furnace slag as a supplementary cementing material for enhanced performance of concrete, Canadian Journal of Civil Engineering. 4 (2000)754-760.

Analysis of Soil’s Horizontal Displacement behind Retaining Wall Caused by Foundation Pit Excavation Tao Jiao1, a, Wei Chen1,b, Jianping Zhou1,c 1School of Civil Engineering, Panzhihua University, Sichuan,China ajtbelief@163.com, bcw315000@163.com, cpzhzjp630808@126.com Keywords: Excavation, Retaining wall, Horizontal displacement, Numerical analysis Abstract.
Introduction Up to now, study to soil’s displacement caused by excavating is still carried out by means of analysis to a great quantity of field data, experience or semi-empirical formula, such as Peck method [1],Clough & O’Rourke method [2] and Hsieh & Ou[3] method; Civil scholar X.Y.
[4] X.Y.Hou, S.M.Liao:Undergrourd Engineering and Tunmels, (1993)No.3,p.24 (In Chinese)
[5] C.F.Leung, Y.K.Chow and R.F.Shen:Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.123 (2000),No.11,p.947
Leung, C.E.Leung and Y.K.Chow: Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 132 (2006),No.1, p.36