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Research on Design of Neotype Wire Rope Safety Barrier Chenchen Chen1,a, Muxi Lei2,b , Zhengbao Lei3,c, Yonghan Li4,d, Xinchao Zhang1,e, Guobin Liu1,f 1 Engineering Research Center of the Road Disaster Prevent & Mitigation and Transportation Safety, Ministry of Education, Changsha 410004, P.R.China 2 School of Civil Engineering and Architecture, Changsha University of Science and Technology, China Hunan Changsha 410004, P.R.China 3 Key Laboratory of Highway Engineering (Changsha University of Science and Technology), Ministry of Education,China Hunan Changsha 410004, P.R.China 4 Hunan Province Communications Planning, Survey & Design Institute, Changsha 410008, P.R.China a chenchenchen2009@163.com, b leimuxi@qq.com, c 909267364@qq.com, d 13508477005@163.com, e zxcby2008@163.com, f manlgb@126.com Keywords:Traffic Engineering, Car Crash, Wire Rope Safety Barrier, Design, Finite Element Method Abstract.
Acknowledgements The study is funded by the Open Fund of Engineering Research Center of Catastrophic Prophylaxis and Treatment of Road & Traffic Safety(Changsha University of Science & Technology), Ministry of Education, and National Science and Technology Action Plan Project (2009BAG13A02), Beijing-Zhuhai double-line Changsha to Xiangtan Highway Resource-saving and Environment-friendly Technology Demonstration Projects (Traffic and Transport Department Traffic and Transport Letter Science and Technology [2009] NO.333), hereby thank.

Mechnical Property Study of the Slab Filled with DEPP Hao Zhang1,a, Qikeng Xu1,b, Xianbing Zhang2,c Lumin Wang1,d, Daying Zhang1,e 1School of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou, China 2Patent Examination Cooperation Center of SIPO, China azzbright@163.com, bqikengxu@163.com, czhangxianbing@sipo.gov.cn, dwlm@yahoo.com.cn, emying1229@163.com Keywords: Slab filled with DEPP; Design; Experiment; Engineering application Abstract.

Study on reliability of bracing structure for foundation pit by Excel optimization algorithm Ying Liao College of Civil Engineering, Suzhou University of Science & Technology, Suzhou, Jiangsu, China liaoying73@sina.com Keywords: foundation pit, bracing structure, reliability, optimization, Excel Abstract.
Analysis and calculation of an engineering example An excavation engineering in Zhengdong New Area using soil nailed structure[7], the excavation depth of it is approximately 9m and the height of the soil nailed wall is designed as H = 9.0m.
When assuming 10−3～10−2 is the standard of failure probability for foundation pit[8], the probability of this engineering example does not exceed the upper limit, i.e. 10−2, since it is a small probability event, the bracing structure would not happen to overall anti-slippage, this conclusion is consistent with the actual situation of the engineering practice.
References [1] Qiang Huang: The design technique of deep foundation pit engineering (The Press of building materials industry, Bei Jing,China 1995).
(in Chinese) [8] Dong Zhou, Yetian Wang: Geotechnical Engineering, Vol.22(2000), p. 630-632.

Experimental Study on Seismic Behavior of Steel-plate Reinforced Concrete Shear Wall with Rectangular CFST Columns Jianwei Zhang1,a, Wanlin Cao1, b and Hongying Dong1,c 1College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China azhangjw@bjut.edu.cn, bwlcao@bjut.edu.cn, cdonghy@bjut.edu.cn Keywords: concrete filled steel tube (CFST), steel-plate reinforced concrete shear wall, seismic behavior, experimental study Abstract.
Journal of Earthquake Engineering and Engineering Vibration, Vol.27(5)( 2007), p.80-87. ( in Chinese ) [2] A.
Journal of Structural Engineering, Vol.130(2)(2004), p.271-284 [4] Xilin Lv, Chunjie Gan and Wei Wang.
China Civil Engineering Journal, Vol.32(4)( 1999), p.17-25. ( in Chinese ) [9] Wanlin Cao, Min Wang, Shaohe Wang, et al.
Engineering Mechanics, Vol.25(S1)( 2008), p.58-70. ( in Chinese ) [10] Wanlin Cao, Yabin Yang, Jianwei Zhang, et al.

Finally, the experiment has shown that this method has good detection accuracy and value in engineering application.
On the assumption that  the induced magnetic intensity direction is the same as the geomagnetic field direction, Eq. 4 can be considered reasonable in engineering applications
Finally, the experiment has shown that this method has good detection accuracy and value in engineering application.
Engineering of Surveying and Mapping Vol. 15 (2004), p. 31 [6] Yongji Nian.
Chinese Journal of Engineering Geophysics, Vol. 7 (2010), p. 566

Failures in civil engineering: Structural, foundation, and geo-environmental case studies, 1995.
Engineering Structures, 2008. 30(9), 2347-2359
Engineering Structures, 2005, 27, 1715-1725
Journal of Bridge Engineering, 2011, 16(1), 29-43
Engineering Structures, 2003, 25, 347-357

For the both training were selected from students of the Safety and Security Planning master’s degree programme (Safety planning) at the Faculty of Safety Engineering VSB-TU Ostrava.
(Security Research for the Needs of the State 2010-2015 (2010-2015)) References [1] Adamec, V., A study to assess the level of civil emergency preparedness territorial units, habilitation thesis, VSB-Technical University of Ostrava, Faculty of Safety Engineering.
[3] Drozdova, M., Rapant, P., Malerova, L., Support system for training of crisis management group members, Safety and Security Engineering V, SAFE 2013, Roma, ISBN: 978-1-84564-744-5, 247-256 p
[5] Hrdina, P., Malerova, L., Simulation of crisis management processes as a means of education, In: Transactions of the VŠB-Technical University of Ostrava, Safety Engineering Series, Number 1, 2012, Volume VII, 2012. s.73 – 76.
In: Transactions of the VŠB-Technical University of Ostrava, Safety Engineering Series, Number 1, 2011, Volume VI, 2012. p. 23 – 26.

Calculation of interface slips in SRC members by energy method Xiaohui Hu 1, a, Peihong Yang1,b 1 Architectural Engineering Department, Sanmenxia Polytechnic, Sanmenxia 472000, CHINA ahuxhuihui@163.com, bJZXYPH628@163.com Keywords: Steel reinforced concrete (SRC) ,Interface slips, Elastic theory, Energy method.
Civil Engineering Journal, Vol.33, No.5, 2000, pp. 1-12.

Study on the properties of pumping gangue filler Yuezhong LIN 1,a , Dongcai Lin 2,b 1The School of Civil and Architecture Engineering in Shandong University of science and Technology Qingdao China 266510 2The School of Resources and Environmental Engineering in Shandong University of science and Technology Qingdao China 266510 ajcssust@163.com , b6057170@163.com Keywords: filling material ;pump; gangue Abstract: As reinforcement of goaf filling needs, filling material mined area become the focus of research and development.

Experimental Study on Durability of Fair-faced Light Weight Aggregate Concrete (Jing Zhou 1, a, Chaohong LUO 2,b ,Qingxia Gu 2,c) 1 Civil Engineering College, Chongqing University, Chongqing, 400045, China; 2 China Construction Third Engineering Burbau Ltd, Wuhan,,Huibei, 430070,China a 1000zzz@sina.com.cn, b luochaohong@cscec3d.com, c qinxiagu@cscec3d.com Key words: LWA concrete, Fair-faced concrete, Durability, Frost resistance, Carbonization resistance Abstract : Fair-faced light weight aggregate (FLWA) concrete is of all good performance of both LWA and fair-faced concrete.