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Analysis of bursting crack of bottom slab and reinforcement for a large continuous girder bridge Zhiyu Jie1,a, Xing Wei1,b, Yadong Li1,c 1College of Civil engineering, Southwest Jiao Tong University,Chengdu,Sichuan,610031,China ajiezhiyu_8@163.com, bwe_star@163.com, cyadongli2009@qq.com Keywords: Continuous girder, Bursting crack, Structural analysis, Reinforcement technique.
According to the railway bridge specification of China to take design loads, it includes dead load, live load and other loads.[1] It gets discrete structure through space finite element analysis software MIDAS/Civil .And it obtains the upper and lower flange stresses of box girder in the operational stage.

Study on Numerical Simulation of Fire and Evacuation for a Supermarket Sihui Donga, Min Lib and Yuhan Linc College of Civil and Safety Engineering, Dalian Jiaotong University, Dalian, China, 116028 ashdong@djtu.edu.cn, bsunnytrip@126.com, c345500151@djtu.edu.cn Keywords: supermarket; Pyrosim; FDS; numerical simulation; safety evacuation Abstract.
According to the requirement of "Civil Construction Technical Specification for Smoke Prevention", the maximum heat of a supermarket release rate of fire is 4MW, and the fire growth factor of the supermarket α is 0.0649.

a4065691@qq.com Keywords: Underground Common Trench; City Lifeline Engineering; Disaster Prevention.
The Stockholm city in Sweden has built a 30-kilometer underground common trench in the stable rock land with a diameter of 8 meters, which can be used as a civil defense engineering in the war.
The cost of city underground common trench is only about 1/12 of that of the subway engineering.
It is the fact that the city underground common trench is a major engineering which will benefit us in the long run.
Chen: submitted to Chinese Journal of Underground Space and Engineering (2006)

Maintenance and Management of Civil Infrastructure based on Condition, Safety, Optimization, and Life-Cycle Cost.
Engineering Structures, 30: 2347-2359. (2008) [3] Q.Qin.
Engineering Structures, 30: 3644-3653. (2008) [6] A.
Engineering Structures, 30: 3654-3666. (2008) [7] J.R.Casas.
Key Engineering Materials, 574: 77-84. (2014)

The Measurement of Thickness and Model Prediction of Hot Asphalt Mixture in the Rolling Compacting Process Xiao Chen1, 2, a, Jianlong Zheng3, b 1Yunnan University, Kunming, Yunnan, 650091, China 2Bureau of Transportation of Ningxiang County , Changsha, Hunan, 410600, China 3Changsha University of Science and Technology, Changsha, Hunan, 410004, China acxbs2006@sohu.com, bzjl@csust.edu.cn Key words：Road engineering; Hot asphalt mixture; Rolling compacting process; Compaction thickness; Model prediction Abstract:The thickness test and model prediction methods and rheological deformation theory have an important impact on quality control in the process of hot asphalt mixture field rolling compaction.
Therefore, this article is based on Jinpen Road municipal engineering construction of asphalt mixture surface to have multiple tastings.
Ottawa-Carleton Institute for Civil Engineering, Department of Civil and Environmental Engineering, Carleton University, Ottawa Canada, June 2002 [5] F.A. van Vught.
Engineering Mechanics, 2008, 25(10):200-206 [9] Xiao Chen.

Numerical Study on Progressive Failure of The Marble Plate Based on the Thin-Layer Tri-Node Jointed Element Jinghua Qi a, Zhennan Zhangb and Xiurun Ge School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University,Shanghai 200240,China aqijinghua@sjtu.edu.cn, bzzn@sjtu.edu.cn Key words: triangle element; crack propagation; joint element; numerical simulation.
Desai et al [6] is a powerful tool for modeling geotechnical discontinuities induced by the interfaces and joints in civil engineering.
International journal for numerical methods in engineering (1999), Vol.45 (7): 801-820 [2] J.
Computer methods in applied mechanics and engineering (2000), Vol.118 (1-3): 307-330 [5] J.
Computer methods in applied mechanics and engineering (2006), Vol.195 (37-40): 4732–4752 [6] C.S.

Finite Element Analysis and Experimental Study on the Behavior of Widened Beam Flange Connections of Steel Frame under Cyclic Loading Hui Mao1, a, Yan Wang1, b , and Chenghua Li2, c 1School of civil engineering, Qingdao Technological University, Qingdao, Shandong, 266033, China 2School of civil engineering, Xi’an Technological University, Xi’an, Shaanxi, 710032, China a mh76@qtech.edu.cn, b yanwang123@qtech.edu.cn, c li_chenghua@163.com Key words: Steel frame; Widened beam flange connection; Finite element analysis; Failure mode; PEEQ Index.
The finite element analytical results can provide scientific basis and lessons for engineering designs.
T., et al: Structure Engineering, Vol. 11(4) (1996), p.19 [3] Chen S.
J., Tu C.T.: Journal of Structural Engineering, Vol. 130(4) (2004), p.82-587 [4] Brandon Chi, Chia-Ming Uang: Structure Engineering, Vol. 128(4) (2002), p.464 [5] Chen.
H.: Journal of Constructional Steel Research, Vol. 62 (8) (2006), p.793 [6] M.D.Engelhardt, T.A.Sabol: Engineering Structures, Vol. 20 (46) (1998), p.510 [7] T.Kim, A.

Application of Gustav in entertainment places fire risk assessment YuntaoZhao1,a, JiaWang2,b 1Beijing Engineering Research Center of Monitoring for Construction Safety, Beijing University of Civil Engineering and Architecture, China 2Beijing Engineering Research Center of Monitoring for Construction Safety, Beijing University of Civil Engineering and Architecture, China azhaoyuntao66@163.com Keywords: entertainment places; fire risk assessment; full life cycle Abstract.
Safety system engineering[M].Beijing: Mechanical industry press,2007:96-154.
Introduction to building fire safety engineering[M].HeFei: University of science and technology of China press,1999:235-258.
(In Chinese) [7] British Standards Institution, Draft British Standard BS-DD240 fire safety engineering in buildings[S], Part1:Guide to the application of fire safety engineering principles, British Standards institution, 1997.

Noor2,b and Abdul Samad Abdul Rahman3,c 1,2,3Faculty of Civil Engineering, Universiti Teknologi MARA, Shah Alam, Selangor, Malaysia a*asmidar@uitm.edu.my, bmohdjamaludinmdnoor@yahoo.com, cabdulsamad@uitm.edu.my Keywords: stress-strain, normalised rotational multiple yield surface framework, prediction Abstract.
Physical and engineering properties of the soil were following British Standard BS 1377 (1990), and Methods of Test for Soils for Civil Engineering Purposes Parts 1 to 9 and triaxial test following BS 1377:1990 Part 8.
Proceedings of the ICE Geotechnical Engineering, London: 139-149
Journal of the Geotechnical Engineering Division, 104(8), 1131-1135
Engineering Geology 161 (2013) 44-54

Tausif Ullah Chy1,a, Saurav Barua2,b* and Mehedi Ahmed Ansary3,c 1Lecturer, Department of Civil Engineering, University of Information Technology and Sciences (UITS), Dhaka-1212, Bangladesh 2Lecturer, Department of Civil Engineering, University of Information Technology and Sciences (UITS), Dhaka-1212, Bangladesh 3Professor, Department of Civil Engineering, Bangladesh University of Engineering and Technology (BUET), Dhaka-1000, Bangladesh atausifbuet12@gmail.com, bsauravbarua02@gmail.com, cansaryma66@gmail.com *Corresponding author Keywords: Slope Stability, Safety factors, Polder Embankment, Coastal region, Sundarban Abstract.
Journal of Geotechnical Engineering, Div., ASCE, 103, 7 (1977), pp. 667–676
Journal of Civil Engineering (IEB), 42, 1, 2014, pp. 119-136
In The Twenty-third International Offshore and Polar Engineering Conference.
International Society of Offshore and Polar Engineers