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The Influence of Main Components of Building under Residual Deformation in Subsidence Area(01) Jianbing Yu1,2,a 1,School of Civil Engineering.
Southeast University, Nanjing, Jiangsu,210096,China 2, School of Mechanics and Civil Engineering, China University of Mining and Technology,Xuzhou 221008,China a, jlyujianbing2008@163.com Keywords: Residual deformation Iternal force Finite element software Components Abstract: A proposed residential district intend to be built in some coal mine subsidence area .
Engineering situation A Real Estate Development Co of Shanxi, intends to construct residential building in mining area where also exist residual settlement.

Rheology of polyethylene/montmorillonite nanocomposites prepared by in situ polymerization Min Li 1, a, Liguang Xiao1, b, Hongkai Zhao1, c 1College of material science and engineering, Jilin Architectural and Civil Engineering Institute, Changchun, Jilin, 130118, China a limin80@hotmail.com, b lgXiao@hotmail.com, c hkzhao003@126.com Keywords: montmorillonite; polyethylene; nanocompsotes; in situ polymerization; viscoelastic property.
Acknowledgements This work was financially supported by the Science and Technology Development Funds for Young Scholars of Jilin Architectural and Civil Engineering Institute.

The Cement Paste Creep with Addition of Fly Ash in Time and Ratio of Parts 60/40 Pavel Padevět1, a, Petr Bittnar2,b 1Czech Technical University, Faculty of Civil Engineering, Department of Mechanics, Thákurova 7, Prague 6, Czech Republic 2Czech Technical University in Prague, Faculty of Civil Engineering, Department of Mechanics, Thákurova 7, Prague 6, Czech Republic apavel.padevet@fsv.cvut.cz, bpetr.bittnar@fsv.cvut.cz Keywords: Cement paste; Shrinkage; Basic Creep; Strength in Compression; Saturated Cement Paste.
Padevět: Mechanical Properties of Cement Paste with Various Content of Fly Ash after 6 Months, Engineering Mechanics 2012, Svratka, Czech Repulic, pp 396 / 397, ISBN 978-80-86246-39-0

Experimental study on pavement performances of SBP modified asphalt Yazhen Sun1, a, Chuanjiang Zhu2, b, Jinchang Wang3, c， Yuan Yuan4,d and Gangbing Wu5,e 1Shenyang Jianzhu University, 110168, Shenyang, China 2School of Civil Eng.
Shenyang Jianzhu University, 110168, Shenyang, China 3Institute of Transportation Engineering, Zhejiang University , 310058, Hangzhou, China 4Zhejiang provincial planning design and research institute of communications, 310058, Hangzhou, China 5Research and Teaching Labs for Civil and Hydraulic Engineering, Zhejiang University, 310058, Hangzhou , China asyz16888@126.com, bxiaofa5605@sina.com, cwjc501@zju.edu.cn(Corresponding Author), d49428901@qq.com, exye_wu@163.com Keywords: SBP modified additive; Asphalt mortar; Mixing and compaction temperature; High-temperature stability; Water stability Abstract: In order to study the effectiveness of new type modified asphalt additive SBP on pavement performance of asphalt mixture, the experiments were carried out to evaluate the mixing and compaction temperature, high-temperature stability and water stability of SBP modified asphalt mixture.
[3] JTG E20-2011,2011: Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering [S], Beijing

The Calculation of Truss Deformation using ANASYS Hui Ding1, a, Dongsheng Gu 1,b , Haitao Hua1,c, and Taiquan Zhou 1,d 1 College of Environment and Civil Engineering, Jiangnan University, Wuxi 214122, China a879394187@qq.com, bgussds@jiangnan.edu.cn (corresponding author), c872236247@qq.com, dzhoutaiquan@163.com Keywords: Ansys, Truss, Deformation, Principle of virtual work.
If necessary, Ansys can be applied to complex engineering structure.
[3]Wang jin long．Application Cases of Civil Engineering with ANSYS Software,beijing：China Machine PRESS, 2011．

Shrinkage Behavior of CFST Members Stored in Natural Environments Weiwei Lu1, a *, Yongqing Yang1, b 1Department of Civil Engineering, Southwest Jiaotong University, Chengdu, China 610031 aluweiweiswut2013@163.com, byangyongqingx@163.com Keywords: Concrete-filled steel tube, Ordinary concrete, Shrinkage behavior, Natural environments, Experimental research.
Introduction The structures in the field of civil engineering increasingly inclined to utilize existing structural materials to develop the composite materials.
The results of the test will provide information on the effect of natural environments on the shrinkage behavior of CFST and also help in modifying the present shrinkage prediction models for CFST, to provide reasonable guidance for their practical engineering structures in design and construction.

Porous Structure and Hygric Properties of Concrete for Radioactive Waste Repositories Monika ČÁCHOVÁ1,a*, Jaroslava KOŤÁTKOVÁ2,b, Magdaléna DOLEŽELOVÁ2,c, Eva VEJMELKOVÁ2,d, Petr KONVALINKA2,e and Robert ČERNÝ1,f 1Czech Technical University in Prague, Faculty of Civil Engineering, Department of Materials Engineering and Chemistry, Thákurova 7, 166 29 Prague 6, Czech Republic 2Czech Technical University in Prague, Faculty of Civil Engineering, Experimental Centre, Thakurova 7, 166 26, Praha 6 Dejvice, Czech Republic amonika.cachova@fsv.cvut.cz, bjaroslava.kotatkova@fsv.cvut.cz, cmagdalena.dolezelova@fsv.cvut.cz, deva.vejmelkova@fsv.cvut.cz, epetr.konvalinka@fsv.cvut.cz, fcernyr@fsv.cvut.cz Keywords: Disposal site, pozzolanic admixtures, basic physical properties, water transport properties.

A Combined Ultrasonic Wave Nondestructive Testing Technique for Defect Detection in Concrete Baifeng Gao 1,a , Huijian Li1,b, Lixin Zhang 1,c 1 The School of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao, 066004, China a gbf88@263.net, b ysulhj@ysu.edu.cn, c zhanglx@163.com Key words: Ultrasonic method; Defects in concrete; Velocity of sound; Sound wave energy Abstract.
Introduction Concrete is an important construction material in civil engineering commonly used to build bridges, tunnels, dams, buildings and others.
Identifying Defect Yes No Refining grids In-situ detecting Data conducting Fig.1 Procedures of detecting concrete defects Fig.2 Crack distribution in concrete column The detecting sample in true engineering Fig.2 shows the crack in the concrete column of the astigmatic.

A Study on Energy Consumption and CO2 Emissions in End-Life Cycle of Residential Buildings Gi-Wook, Cha1,a, Won-Hwa,Hong2,b and Sung-Woo, Shin3,c 1Urban Environmental System Lab, School of Architectural & Civil Engineering, Kyungpook National University, 1370, Sankyuk-dong, Bukgu, Daegu City, South Korea 2 Urban Environmental System Lab, School of Architectural & Civil Engineering, Kyungpook National University, 1370, Sankyuk-dong, Bukgu, Daegu City, South Korea 3School of Architecture & Architectural Engineering, Hanyang University, Ansan 426-791, Korea ackgnr@nate.com, bhongwh@knu.ac.kr, cswshin@hanyang.ac.kr Keywords: Energy consumption, CO2 emissions, Demolition waste, Transportation Abstract.

Evaluation of Flexural Performance for Prestressed Concrete Beams with FRP Tendons Jiangyong Caia, Zhifeng Tu, Sumin Gong, and Li Zhuang School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China ajycai05@163.com Keywords: Prestress; Concrete; FRP; tendon; Deformability; Capacity Abstract: Prestressed concrete beams with vertically distributed FRP tendons possess some flexural performance obviously different from prestressed concrete beams with steel tendons.
Hassan, "Design recommendations for the use of FRP for reinforcement and strengthening of concrete structures," Progress in Structural Engineering and Materials, vol. 5, pp. 16-28, 2003
Swanson, "Development of flexural capacity of a FRP prestressed beam with vertically distributed tendons,” Composites Part B: Engineering, vol.33, pp. 1-6, 2002
Seible, "Use of FRP composites in civil structural applications," Construction and Building Materials, vol. 17, pp. 389-403, 2003