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Discussion the Rheological Properties of Asphalt Rubber Yong Jun Meng1,2,3,a*,Yun Tian Jiang4,b,Yi Yuan Wang5,c,Yong Qing Shi5,d, Mou Fen Huang5,e 1Senior Engineer of Civil Engineering, Guangxi University, Nanning, Guangxi, China, 530004 2Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi University, Nanning, Guangxi, China, 530004 3Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning, Guangxi, China, 530004 4 Full-time Graduate Specialized Master 131 class of Civil Engineering, Guangxi University, Nanning, Guangxi, China, 530004 5Road and Bridge Engineering 101 class of Civil Engineering, Guangxi University, Nanning, Guangxi, China, 530004 ahitmengyj@163.com, b958235496@qq.com, cwyiyuan@qq.com, d1209078995@qq.com, e980809875@qq.com) Keywords: rubber powder mesh; modified asphalt; dynamic mechanical testing; frequency scanning; repeated creep Abstract: To test the effects of crumb rubber's

The experimental study on Fracture and Damage Mechanism of RC T-beam Zhou Mi 1, a, Zhang Yue 2,b 1 Key Laboratory for Old Bridge Detection and Reinforcement Technology of Ministry of Transportation, Chang' an University, Xi'an 710064, Shaanxi, China 2 School of Construction and Civil Engineering Xi'an University of Science and Technology, China a zhoumi@yahoo.cn, bzhangyue7810@163.com Keywords: RC T-beam, dilapidated static and dynamic test, damage mechanism, functional relationship, numerical simulation calculation.
Acknowledgements This research is supported by the Fund of National Engineering and Research Center for Highways in Mountain Area(The project No. is gsgzj-2010-01), the Special Fund for Basic Scientific Research of Central Colleges, Chang'an University & Open fund of Key Laboratory for Old Bridge Detection and Reinforcement Technology of Ministry of Transportation(The project No. is CHD2009JC041).
[2] Zhou Mi, He Shuan-hai, Yuan Wan-cheng: Capacity evaluation of RC girder bridge with vibration testing technique.Journal of traffic and trasportation engineering Vol. 6-3(2006), p. 62 [3] Zhou Mi, He Shuan-hai, Song Yi-fan:Structural evaluation for beams based on deflection testing.
Journal of Chang an University Vol. 24-5(2004), p. 40 [4] He Shuan-hai,Song Yi-fan,Zhao Xiao-xing:Experimentalstudy on crack characteristics and damage evaluation for RC beams.China Civil Engineering Journal Vol. 36-2(2003), p. 6 [5] Pandy A K , Biswas M .
Engineering Structures, Vol. 25-1(2003), p. 57 [7] Ren Bao-shuang,Qian Jia-ru,Nie Jian-guo:Synthesized evaluation method for existing simple supported beam type RC bridge structures, China Civil Engineering Journal Vol. 35-2(2002), p. 97

Finite Element Analysis of Hollow Cylinder Test considering Variation of Wall Thickness Binbin Xu1, a, Toshihiro Noda2,b and Kentaro Nakai2,c 1 Tianjin Port Engineering Institution Ltd. of CCCC.; Key Lab. of Geotechnical Engineering of Tianjin; Key Lab. of Geotechnical Engineering, Ministry of Communication, Tianjin 300222, China; 2 Department of Civil Engineering, Nagoya University, Nagoya 464-8601, Japan axubinbin@tpei.com.cn, bnoda@i.soil.civil.nagoya-u.ac.jp, cnakai@i.soil.civil.nagoya-u.ac.jp Keywords: finite element method, non-uniformity, wall thickness, hollow cylinder test Abstract.
Introduction In practical geotechnical engineering, grounds/soils are generally under a complex stress state and subjected to various loading conditions.
Potts: Engineering Computations, Vol.1, No. 2 (1984), pp.144-150

Response of Non-homogeneous Saturated Soils and Free-field to Incident Plane SH Wave Fengxi Zhou1,2,a, Ruixia Song1,b 1School of Civil Engineering, Lanzhou University of Technology, Lanzhou, Gansu in China,730050; 2Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Technology, Lanzhou, Gansu in China, 730050.
Introduction Dynamical response of soil subjected to earthquake is one of the major considerations in the field of geotechnical engineering and earthquake engineering.
Knopoff [3], Gilbert and Backus [4] assumed that the covering soil layers upon bedrock as ideal elastic, homogeneous, isotropic media and then derived the exact dynamic-stiffness matrices for the soil layer and half-space, with that a complete theory for wave propagation in layered soils was derived, and widely been used in civil engineering.

Dynamic Compressive Test and Rate-dependent Constitutive Model of Microconcrete Hao Zhang1, a, Hongnan Li2,b, Min Li3,c and Jiaxin Tong1,d 1 School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China 2 Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China 3 School of Marine and Civil Engineering, Dalian Ocean University, Dalian 116023, China ahzhang_sjzu@hotmail.com, bhnli@dlut.edu.cn, ccnlm225@126.com, dtongjiaxin1125@163.com Keywords: Microconcrete, Dynamic compressive test, Strain rate, Seismic action, Constitutive model Abstract.
Lou: Engineering Mechanics.
Erki: Journal of Structural Engineering.
Lu: China Civil Engineering Journal.

3D Aided Design Solution for Integrated Pipe Network of Subway Station Zhang Yong 1, a, Wang Qiankun 2,b Bin Chen3,c 1 School of civil engineering & architecture Wuhan University of technology, P.R.China 2 School of civil engineering & architecture Wuhan University of technology, P.R.China 3 Ningbo Metro Group Co.
The design content including civil engineering t, integrated pipe network, facility and decoration part.
Journal of WUT(information & management engineering), 2012,34(3):289-292
Discussion of Safety Monitoring Management Information System for Metro Engineering Construction.
Discussion of safety monitoring management information system for metro engineering construction［C］/ / Proceedings of the 6th International Conference on Innovation ＆ Management.

Shin 5,h 1 Dept. of Civil and Environmental Engineering, Chung-Ang University, Seoul, 156-756, Korea 2 Institute of Technology and Science, Chung-Ang University, Seoul, 156-756, Korea 3 Dept. of Civil Engineering, Chung-Ang University, Seoul, 156-756, Korea 4 Dept. of Geotechnical Engineering, KICT, Gyeonggi-do, 156-756, Korea 5 School of Mechanical Engineering, Chung-Ang University, Seoul, 156-756, Korea a jghan@cau.ac.kr, bcorresponding author: changkor@cau.ac.kr, cgabchul.jang@gmail.com, b kkhong@wm.cau.ac.kr, e sdcho@kict.re.kr, f kimys@kict.re.kr, g 0326kim@cau.ac.kr, h shinyoun@cau.ac.kr Keywords: Visual monitoring system, Welded member, Three-dimensional digital photogrammetry Abstract.
Korean Soc. of Civil Eng.

Simplified Model to Predict Load-bearing Capacity of Concrete-filled Steel Tubular Laced Column Lianqiong Zheng1, a, Shuli Guo1,b and Jizhong Zhou1,c 1College of Civil Engineering, Fujian University of Technology, No.3 Xue Fu Road, University Town, Shangjie Minhou, Fuzhou, Fujian, P.R.
Sakino: Engineering structures, Vol.25, No.5 (2000). p .607 [2] S.H.
Ou: China Civil Engineering Journal, Vol.40, No 6 (2007): p.32 (In Chinese) [7] F.C.
Zhang: China Civil Engineering Journal, Vol.43, No 9 (2010): p.55 (In Chinese) [11] DL/T5085-1999: Code for design of steel-concrete composite structure (China Electric Power Press, P.

Probability Model Of Corrosion Initiation Time Of Steel In Concrete Structure in Chloride Environment Ya li, Ma 1, a Ai lin, Zhang 1, b (1 School of Civil Engineering,Zhengzhou Institute of Aeronautical Industry Management , Zhengzhou 450015,china 2 The College of Architecture and Civil Engineering ,Beijing University of Technology, beijing,100022,china) amayali-1@163.com, bzhangal@bjut.edu.cn Keywords: corrosion initiation time; chloride; concrete structure Abstract: Probability distribution law of corrosion initiation time of steel in concrete under chloride environment is discussed.
Impact of Specification Changes on Chloride Induced Corrosion Service Life of Virginia Bridge Decks, Thesis in Civil and Environmental Engineering, Virginia: Virginia Polytechnic Institute and State University, 2001 [2]Tian junfeng, Pan deqiang, Zhao shangchuan.
Prediction of Durable Life of HPC Structures Resisting Chloride Ion Penetration in Marine Environment, China Harbor Engineering, 2002(2):1-6(In Chinese) [3] Clifton J R.Predicting the service life of concrete.ACI Material Journal,1993,90(6):611-617 [4] Liang M T, Wang K L, Liang C H.

Processing status and utilization of construction waste in China and the West Fengjun Liu1, a, Feifei Suo1,b 1 School of Civil Engineering, Henan University of Science＆Technology, 471023, Henan Luoyang, P.R.China alfjhaust@163.com , bprettysophie@sina.com Keywords: Construction waste, Resource utilization, Processing status Abstract.
Information disclosure, reporting, resource recycling, regeneration demonstrations, technology development, recycling standards, economic stimulus and the use of priority, occupational protection, civil litigation and other solid waste recycling policies were included in this act.
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