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China 2 College of Civil Engineering and Architecture, Zhejiang University, P.R.
Journal of Materials in Civil Engineering, Vol.11, (1999),pp.197~205 [6] Bruce G.
Journal of Materials in Civil Engineering, Vol.13, (2001),pp. 41~48 [7] Xianyu Jin and Zongjin Li.
Journal of Materials in Civil Engineering, Vol.15,(2003), 435-442 [8] Wu, X., Zhu, H., Hou, X., and Li, H..
Journal of Materials in Civil Engineering , Vol.16,(2004) ,pp.230~236 [10] Ministry of Communications of China,Highway Engineering Cement and Cement Concrete Experiment Regulations, JTG E30-2005, Beijing, (2005)

Mechanics Characteristics and Failure Criteria of Concrete Confined by Lateral Stress after Suffering Cycles of Freezing and Thawing in Seawater Qin Li-kun 1.2 , Chen Hao-ran 2 , Wang Yu-jie 3 ,Zhao Dong-fu 4 and YaoJia-wei1 1 School of Architecture and civil Engineering, Dalian Nationalities University, Dalian 116600, China; 2 State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116024, China; 3Department of Civil Engineering, Dalian University, Dalian 116622, China; 4Department of Civil Engineering, Beijing Institute of civil Engineering and Architecture, Beijing 100044, China qinlk89@163.com,chenhr@dlut.edu.cn, wljn-888@163.com, zhaodongfu@bicea.edu.cn, yaojw@163.com Keywords: concrete/lateral stress; freezing and thawing cycle; corrosion; mechanics characteristics; failure criteria.
The tests were completed by using the large static-dynamic triaxial test system for concrete in the State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology.

GANESAN2 1Research Scholar, Department of Civil Engineering, Ponjesly College of Engineering, Nagercoil, Tamil Nadu, India. 2Professor, Department of Civil Engineering, Sudharsan Engineering College, Pudukkotai, Tamil Nadu, India.
It will be beneficial to the researchers and practicing engineers working in soil-structure interaction problems.
MATERIALS AND METHODS Engineering properties of the gravel soil is listed in Table.1.
Asian Journal of Civil Engineering (Building and Housing), 07(01), 63-80
International Journal of Civil and Structural Engineering, 03(01), 227-238.

Performance Research of Strain Hardening Cementitious Composites (SHCC) Under Uniaxial tensile load Chunhong Hu 1,2,a, Tiejun Zhao 3,b and Tao Rong 2,c 1School of Civil Engineering, Xi’an University of Achitecture and Technology, Xi’an 710055, China 2School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000, China 3Qingdao Technological University, Qingdao 266033, China abanzhanghu@163.com, bztjgp@263.net, crongt@hpu.edu.cn Keywords: SHCC, Strain Hardening, multiple-cracking, ultimate tensile strain.
Engineered Cementitious Composites (ECC) developed by V.C.Li from Michigan University and others in 1997 is the early representative of SHCC[1].
They attempt to preparate SHCC with tesile behavior similar to ECC based on native engineering materials, instruments and equipments, and a specific stirring method.
Vol.47(2007), P.233-239 (in Chinese) [6] Chengxu Gong and Jun Zhang: Journal of hydraulic engineering.
Vol.39(2008), P.361-366 (in Chinese) [7] Shilang Xu and Hedong Li: CHINA CIVIL ENGINEERING JOURNAL.

Procedure Inversion Effect Analysis of Final System Transformation of Prestressed Concrete Continuous Girder Bridge LUO Xu1, a, CAI Lurong2, b 1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China; 2School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China; a 4929746@qq.com, bcailurong304@163.com Keywords: continuous beam; system transformation; cantilever construction; stress distribution Abstract.
In order to study the influence of procedure inversion, the influences on bridge shape, stress distribution and prestressing loss were calculated for one common prestressed continuous concrete box girder bridge by MIDAS CIVIL 2006, respectively.
The construction phase calculation model is set up by bridge general finite element software MIDAS/CIVIL 2006.

Mitigation of Wind-Rain-Induced Cable Vibration in Cable-Stayed Bridges: Energy Cost Assessment Ling Yun Wang1,a, Quan Feng Wang2,b 1College of Urban Construction and Safety Engineering, Shanghai Institute of Technology, Shanghai 201418, Shanghai, China 2College of Civil Engineering, Huaqiao University, Quanzhou 362011, Fujian, China awangly737@hotmail.com, bqfwang@hqu.edu.cn Keywords: Cable-stayed bridge, Prototype stay cable, Wind-rain-induced cable vibration, Two-stage control, Energy cost Abstract.
Active control technique has significant control capability because of utilizing the external energy supply but it may not be realistic to large civil engineering structure due to enormous power demand.
The trend of building super longer span cable-stayed bridges presents many new challenges to the bridge engineers and designers.
Xu: Journal for Numerical Methods in Engineering, Vol. 74 (2008) No.1, p.80
Shiraishi: Journal of Wind Engineering and Industrial aerodynamics, Vol. 29 (1988), p.409.

Tunnel Engineering and the water environment interactions The Effects of Tunnel Engineering on Water Environment The impact of tunnel construction on the water environment are both quantitative and qualitative.
Therefore, for the realization of the effective management tunnel water with ecological protection technology in arid and semi-arid regions, engineering of policy and regulation system of research methods and the tunnel technical route should be made; tunnel engineering management system innovation, system innovation, policy innovation are proposed; From three respects : the tunnel engineering design , tunnel construction and tunnel engineering management to build perfect law and policy system of tunnel engineering.
Acknowledgements The project by the Lan Zhou JiaoTong University of Environmental and municipal engineering and civil engineering college is responsible for the completion.
Thanks for civil engineering college in Lan Zhou JiaoTong University provides structural experiment center of Gansu Province Key Laboratory of the Ministry of railways, roads and bridges and Underground Engineering Key Laboratory, Lan Zhou JiaoTong University lab and other professional laboratory, for this project required subject intersection and concrete structure related research content to provide the solid technical equipment guarantee.
Chinese Journal of rock mechanics and engineering, Vol. 24(1) (2005), p. 121-127.

EVALUATION OF THE INDUSTRIAL RAW MATERIAL USED FOR CERAMIC PRODUCTION IN SÃO JOSÉ DE UBÁ, STATE OF RIO DE JANEIRO, BRAZIL Afonso Rangel Garcez de Azevedo1,a, Jonas Alexandre1,b, Rafael Picanço Oliveira1,c, Rodolfo Cretton de Souza1,d, Euzébio Barnabé Zanelato1,e, and Sergio Neves Monteiro2,f 1 UENF - State University of the Northern Rio de Janeiro, LECIV – Civil Engineering Laboratory; Av.
Alberto Lamego, 2000, 28013-602, Campos dos Goytacazes, Brazil 2Department of Materials Science, Military Institute of Engineering - IME, Praça General Tibúrcio, 80, Praia Vermelha, Urca, RJ, CEP 22290-270, Urca, Rio de Janeiro, RJ, Brazil.
The northern region of the state of Rio de Janeiro, Brazil, has a significant participation in the country ceramic production for civil construction owing to the abundance of raw materials, mainly kaolinitic clays.
Materials and Methods The Laboratory of Civil Engineering (LECIV) of the State University of the Northern Rio de Janeiro (UENF) in the city of Campos dos Goytacazes, conducted this research work.
Conclusions · The raw material directly used in common red ceramic fabrication for civil construction in the municipality of São José de Ubá, norwest region of the state of Rio de Janeiro, Brazil, was found to be mostly composed of clay minerals but possessing a relatively high amount of sand

Research on Applied of CBF Composite Material in Engineering Shengji Jin1,a, Zixin Liu1,b, Zhongliang Li1,c and Yanling Wang1,d 1School of Architecture and Civil Engineering, Shenyang University of Technology, Shenyang 110870, China ashengjijin@sina.com, bxuanhuaxinxin@126.com, cno1zhongliang521@126.com, dcolorful.53719.com@qq.com Keywords: CBF composite material; Reinforcement; Mechanical property; Research of engineering application.
The exploratory application of CBF in the field of engineering has become a hot research issue.
Scholars have carried out fruitful research of the enhancement mechanism, durable performance and structure reinforcement of CBF composite material and its application in engineering at present.
It also has many engineering application characteristics such as good ductility, resistance to high temperature and fire retardancy.
(3) CBF can be widely used in underground engineering on the basis of the good mechanical properties and durability of the concrete reinforced with CBF.

Petersburg State University of Architecture and Civil Engineering, 2-Krasnoarmejskaja ul. 4, St.
Zinovyev, Ke-Chin Chan, Tszyun-Ji Myau, 'Tasks and methods of numerical and physical research of aerodynamics of high-rise buildings in a coastal zone "pestilence land"', Magazine of Civil Engineering, 2013. № 2 (37), pp 54-61
Vatin: ‘Properties of the wall structures made of autoclaved cellular concrete products on the polyurethane foam adhesive’, Magazine of Civil Engineering, 5(40) (2013), pp. 5-19 [20] S.
Bulletin of Civil Engineers. 5 (40) (2013), pp. 26-31 [21] L.
Rymkevich: Computational justification for engineering measures preventing the ice dams formation on the pitched roofs, Magazine of Civil Engineering. 3 (29) (2012), pp. 69-73