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Modeling Analysis of Crack Repairing Structures for Asphalt Concrete Pavement Yi Chi 1,a , Jian Yin 2,b 1School of Civil Engineering, Central South University, Changsha 410075, China 2School of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha 410075, China aChiyi05@163.com, bcsuyj700930@163.com Keywords: Modeling Analysis; Crack repair; Asphalt Concrete Pavement; Composite structure Abstract.
Based on the MIDAS/CIVIL C40 Large Volume Concrete Construction Simulation Analysis, Highway Engineering. 37(2012) 136-138
Laboratory characterization of hot-pour joint sealant performance in cold climates, Proceedings, Annual Conference-Canadian Society for Civil Engineering. 1(2007) 207-214
Journal of Chemical Industry and Engineering (China). 2009
The application examples of Bridge Engineering Software Midas Civil.

Heat Transfer Boundary Conditions Of Piston Of Aviation Reciprocating Engine Shuxian Chen 1,a, Xin Meng2,b, Xiangchuan Guo 3,c, Yong Zhang3,d 1 Aviation Engineering Institute, Civil Aviation Flight University of China, Guanghan 618307, China; 2 Guanghan Flight College, Civil Aviation Flight University of China, Guanghan 618307, China; 3 Xinjin Flight College, Civil Aviation Flight University of China, Chengdu 611431, China abellesavana@163.com, b395363452@qq.com, c26792202@qq.com, d79415113@qq.com Keywords: heat transfer boundary conditions, Piston, Aviation reciprocating engine.
APS-2013-04), the Science Research Foundation of Civil Aviation Flight University of China (No.
J2007-24), the Science Foundation of Civil Aviation Flight University of China for young scholars (No.
Applied Thermal Engineering 26 (2006) 277-287 [3] Y.
Frene, A thermomechanical model of direct injection diesel engine piston, in: Proceedings of the institution of mechanical engineers, Part D: Automotive Engineering, vol. 218, IMechE, 2004

The Applications of Dynamic Grouting Technology in Ultra-deep Shaft Wall Bin Zhang1,a, Yongchao Pan2,b , Qingxin Qin3,c 1Institute of Civil Engineering and Transportation, Liao Ning Technical University, Fuxin, China 2Institute of Civil Engineering and Transportation, Liao Ning Technical University, Fuxin, China 3Institute of Civil Engineering and Transportation, Liao Ning Technical University, Fuxin, China azhangbin3351888@163.com, b764019408@qq.com, c786005329@qq.com Key Word：Ultra-deep shaft；Shaft Wall；Dynamic grouting；Water plugging；Reinforcement; Abstract: With the growth of the national economy, the social demand for coal resources is increasing.
Due to its labor-saving, efficient, mining, water conservancy characteristics, the grouting technology has been widely used in civil engineering, railway, transportation construction and other fields.
Research status and development direction of grouting theory[J].Journal of Rock Mechanics and Engineering,2001,26(6):839-841
Engineering Construction,2009(2):42-45
[9]He Zhe,Wang Jie-qiang,Liu Bin.Theoretical study of osmotic grouting in rock mass[J].Journal of Rock Mechanics and Engineering,2001,20(4):492-496.

Kruger2, b 1 Faculty of Engineering and the Built Environment, Department of Civil Engineering Science, University of Johannesburg, South Africa 2 Faculty of Engineering and the Built Environment, Department of Civil Engineering Science, University of Johannesburg, South Africa a ajannesb@uj.ac.za, b dkruger@uj.ac.za * Corresponding author Keywords: patch repair, failure, debonding, acceptance criteria Abstract.
Concrete patch repair is becoming an important facet of the civil construction industry when considering the large quantity of exposed concrete surfaces requiring maintenance and rehabilitation during its design life cycle.
Ramakumar states that: “reliability considerations can be beneficial in almost all stages of engineering endeavours” [5].
Ramakumar, Engineering Reliability Fundamentals and Applications, first ed., Prentice-Hall, New Jersey, 1993
O’Connor, Practical Reliability Engineering (Student Edition), third ed., John Wiley & Sons, West Sussex2001.

Public awareness of the need to protect the environment deepens and expands to new areas of life, including new technologies used in civil engineering.
Thanks to its specific properties, such as high mechanical strength, low weight and corrosion resistance, it is widely used in the aerospace and aviation industry [4], automotive industry [5], medicine [6,7], and recently also in civil engineering [8-10].
Application of TiO2 in cement and concrete technology Concrete is the most commonly used material in civil engineering.
Mierzwa, Versatile applications of titanium including the medical aspects, Management Systems in Production Engineering 4 (12), (2013) 15-19

It has made rapid development through the research of seismic performance in the way of seismic design to the practical engineering application of steel plate concrete composite shear wall.
Astanehasl, Cyclic behavior of traditional and innovative composite shearwalls, Journal of Structural Engineering, 130 (2004) 271-284
Wright, Performance of double skin profiled composite shear walls experiments and design equations, Canadian Journal of Civil Engineering, 31 (2004) 204-217
Elwi, Composite concrete steel plate walls: analysis and behavior, Journal of Structural Engineering, 121 (1995) 60-71
Zhang, Seismic research and application on embedded steel plate concrete shear wall with concrete filled steel tube columns, Journal of Civil Engineering and Management, 28 (2011) 219-225.

A Study on the Quality Assessment System of External Prestressing Reinforcement Technology JILI XU1a ZILIN YI2b JINGJING YANG3c 1Chongqing Communications Construction Group, Chongqing, 400010, P.R.China 2School of civil engineering,Chongqing Jiaotong University, Chongqing, 400074 3School of civil engineering,Chongqing Jiaotong University, Chongqing, 400074 aEmail: 16223454@qq.com b Email:danielyi1988@gmail.com c Email: 249256241@qq.com Key words: bridge engineering, external prestressing reinforcement technology, quality assessment system, analytic hierarchy process (AHP) Abstract: For external prestressing reinforcement technology, corresponding quality assessment system is established based on analytic hierarchy process (AHP).
Finally, the system is verified by practical engineering.
The implementation process of the system is got and the verification of the system is done from the practical engineering.
Finally, on the basis of bridge reinforcement quality rating, P is the result of fuzzy comprehensive evaluation to make the final comprehensive evaluation, to complete the bridge reinforcement quality assessment. 3 The engineering application To verify the bridge reinforcement quality inspection at the reinforced concrete set of evaluation index system feasibility and rationality of hoop reinforcement technology in the application, choose a reinforcement instance trial.
Finally, the system is verified by practical engineering.

Key Technology Study for Widened Continuous Hollowcore Slab Bridge Peng Keke School of Environment & Civil Engineering and Architecture, Foshan University, Foshan 528000, China Pengkeke8481@126.com Keywords: Continuous hollowcore slab, Widened bridge, Splice joint, Key technology Abstract: The key technology for widen continuous hollowcore slab bridge with long unit is improved.
Civil Engineering, 2010, 80(6):66-73
[2] Yu shaochun, Ding tao.Bridge engineering splicing analysis[J].
,Wee, LeongPenang Bridge widening: Design and construction challenges[J] Source: Proceedings of the Institution of Civil Engineers: Bridge Engineering, 2010,(163), 3:125-135
Truss Separation Widens Historic Vermont Bridge[J].Civil Engineering, 2012,82(9):20-24

In-Plane Behavior of Plain and Strengthened Solid Brick Masonry Walls HRASNICA Mustafa1, a, BIBERKIC Fadil2, b and MEDIC Senad3, c* 1,2,3Faculty of Civil Engineering, Patriotske lige 30, 71000 Sarajevo, Bosnia and Herzegovina ahrasnica@bih.net.ba, bfadil_biberkic@gf.unsa.ba, csenad.medic@gf.unsa.ba Keywords: brick masonry walls, concrete jacketing, cyclic shear tests, finite element modeling Abstract.
An experimental program concerning the in-plane behavior of solid clay brick masonry walls was performed at the Institute for Materials and Structures, Faculty of Civil Engineering University of Sarajevo, in cooperation with Institute for Lightweight Structures and Conceptual Design, University of Stuttgart.
Research project implemented at the Faculty of Civil Engineering, University of Sarajevo in cooperation with the Institute for Lightweight Structures and Conceptual Design, University of Stuttgart pertains to the in-plane behavior of solid clay brick masonry walls.
More adequate models will be made after finishing the planned experimental work at the Faculty of Civil Engineering in Sarajevo.
Medic, Seismic strengthening of historical stone masonry structures in Bosnia Herzegovina, 15th World Conference on Earthquake Engineering, International Association for Earthquake Engineering, Lisbon, 2012 [3] M.

Hashim3,c 1, 2, 3 Faculty of Civil Engineering,Universiti Teknologi MARA, Selangor, Malaysia.
Geotechnical, Geological and Earthquake engineering.
Volume 8, Department of Civil Engineering, University of Patras, Greece 2009
Retrofitting of Beam-column Joint Using CFRP and Steel Plate, International Journal of Civil, Architechural Science and Engineering, 7, 542-548, 2013
[12] Hayati, N., Seismic Performance of Monolithic Wall Panel Subjected to Quasi-static Lateral Cyclic Loading, The Journal of the Institution of Engineers, Malaysia, 69(3),10-17,2008 [13] Hamid, N.H.A., Seismic Performance of Beam-Column Joints in Reinforced Concrete Buildings Subjected to Reversible Vertical Cyclic Loading, Malaysian Journal of Civil Engineering, 22(2), 263-290, 2010