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Properties of Cement-Based Material Consisting Shredded Rubber as Drainage Material Muhammad Munsif Ahmad1, a, Fauziah Ahmad2,b, Mastura Azmi2,c, Mohd Zulham Affendi Mohd Zahid1,d, Mohd Badrul Hisyam Ab Manaf1,e, Nur Fitriah Isa1,f, Norrazman Zaiha Zainol1,g, Muhammad Azizi Azizan1,h, Khairunnisa Muhammad1,i and Liyana Ahmad Sofri1,j 1 Department of Civil Engineering Technology, Faculty of Engineering Technology, Universiti Malaysia Perlis,02100 Padang Besar, Perlis, Malaysia 2 School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, Seri Ampangan, 14300 Nibong Tebal, Pulau Pinang, Malaysia.
Recycled tyre rubber has been widely used for civil engineering application such as lightweight concrete and asphalt pavement.
As for civil engineering application, waste tyres have been used and widely investigated to produce rubberized concrete and rubber modified asphalt.
As for highway engineering application, Cao [6] in his research stated that the addition of recycled tyre rubber in asphalt mixtures using dry process could improve the properties of asphalt mixtures.

The Finite Element Analysis of Temperature Cracking Propagation Process of Pouring Mass Concrete LI Yan1,a , Dong Wen-yang2,b,Wang Bo1,c 1The research Centre of Green Architecture Technology in Cold Area, Jilin Architecture and Civil Engineering Institute , 130118 Changchun, China; 2The 208th Hospital of PLA , 130062 Changchun, China E-mail: a lessle@tom.com, b delwine@126.com, c bo_wang@126.com Keywords: Finite Element Method, pouring mass concrete structure, Temperature crack, Cracking propagation process, Numerical simulation Abstract.
Mass concrete temperature cracking is an important problem of concrete foundation safety in civil engineering projects, which exists from construction process of concrete foundation to operation period.
Introduction Cracking of concrete structures is a long-term concern problem in engineering community.
In modern science, however, indicate that the concrete sub-microscopic studies and a large number of engineering practice, the cracks in the structure is inevitable.
Two parameter fracture model for concrete[J].Journal of Engineering Mechanics,1985,111(10):1227-1241

Numerical modeling for the stress displacement distribution of tunnel after excavation Yong-suo Li1,2,a and Ke-neng Zhang1,b 1 School of Geosciences and Info-Physics, Central South University, Changsha, Hunan, 410083, China 2 School of Civil Engineering, Hunan City University, Yiyang, Hunan 413000, China a liyongsuo2011@126.com, bzhangkeneng@163.com Keywords: Numerical modeling, stress distribution, displacement distribution, tunnel, rock mass Abstract.
The tunnel excavation is often existed in civil engineering, in which the minimum roof thickness of tunnel is an important index in tunnel construction and design.

Faculty of Civil Engineering and Architecture, Kunming University of Science and Technology, Kunming, Yunnan 650500, China; 2.
The excavations engineering is one of the most complex technology in civil engineering.
It still uses Coulomb or Rankine theory in the excavations engineering.
In excavations engineering, especially in deep excavations engineering, the mechanical parameters of rock and soil have obvious time-space effect
Chinese Journal of Geotechnical Engineering, 2005, 27(2): 153-156.

Jalali2,d and M. de Araújo 1,e 1 Department of Textile Engineering, University of Minho, Campus de Azurém, 4800 Guimarães, PORTUGAL 2 Department of Civil Engineering, University of Minho, Campus de Azurém, 4800 Guimarães, PORTUGAL a rfang@det.uminho.pt, bgmsousa@clix.pt, cfilipesoutinho@det.uminho.pt, d said@civil.uminho.pt, e marioaraujo@det.uminho.pt Keywords: braided fabric, composite material, concrete reinforcement, corrosion Abstract.
Editors, Advanced composite materials with application to bridges, Canadian Society of Civil Engineers, Montreal
Editors, "Advanced composite materials in civil engineering structures", Proc.
Specialty Conf., Las Vegas, Jan. 31- Feb. 1, American Society of Civil Engineering, New York, NY
Editor, "Infrastructure: new materials and methods of repair", Proc., Third Materials Engineering Conf., San Diego, Nov. 13-16, American Society of Civil Engineering, New York, NY

Sustainable Construction Materials and Computer Engineering have hitherto been utilized predominately in the industry but for the last three decades there has been a growing awareness amongst civil/structural engineers of the importance of the unique mechanical and in-service properties of these materials together with their customized fabrication technologies.
These extraordinary properties have enabled the design engineers to have greater confidence in the materials' potential and consequently to use them in the renewal of civil infrastructure ranging from the strengthening of reinforced concrete, steel, and cast iron, and the seismic retrofitting of bridges and columns to the use in replacement bridge decks and in the new bridge and building structures.
This text does both, providing the student, professor, researchers, engineers and etc. with the insights and tools needed to address the tremendous challenges and opportunities in the field.
The proceeding is intended for practising civil/structural engineers who need to acquaint themselves with the principles, the recent structural design techniques and the latest research result and application.
The editor divided all the papers into four chapters: chapter 1-Building Materials and Civil Engineering, chapter 2-Computer Engineering and Information Technology, chapter 3-Material Technology and Engineering, chapter 4- Mechanical Engineering and Image Processing.

The Effect of Mixture Parameter on the Properties of SCC Hongyan Liu1,a, Jingang Qi2,b 1School of Civil Engineering, Liaoning University of technology, Jinzhou, 121001 China; 2School of Material Science and Engineering, Liaoning University of technology, Jinzhou, 121001 China; algliuhongyan@sina.com, bqijingang1974@sina.com Keywords: self-compacting concrete; orthogonal design experiment; dense packing Abstract.
The problem researchers faced is how SCC can be popularized in civil engineering.
Thus the engineer must adjust it to fit the materials condition in site.
The design of control mixes Materials The materials used in this investigation are in accordance with those used usually in local engineering.

Reinforced concrete beams are widely employed in civil engineering structures.
The inverse problem is solved in a general way using engineer numerical tools: Python scripts and the free finite element software Code_Aster.
Introduction Reinforced concrete beams are widely employed in civil engineering structures.
In usual civil engineering calculations, one-dimensional models [2, 3] are widely used to simulate non-linear behaviors of reinforced concrete structures at a low computation cost.
Smith: Methodologies for model-free data interpretation of civil engineering structures, Computers and Structures Vol. 88 (2010), p. 467-482 [2] P.

Information Integrated Management of Large-Scale Chemical Engineering Projects Based on Owner JIN Xiajie a, LIN CaiXingb College of Mechatronics Engineering and Automation, Shanghai University Shanghai,China ajinxiajie1@126.com, bcxlin@shu.edu.cn Keywords: chemical engineering, project management, Information integrated management, Owner Abstract.
Preface Construction of the chemical engineering project is a dynamic process.
Fig 1.Classification of Chemical Engineering Project Information Fig2.
References [1] LUO Weiqi, Xue Baomin and LIU Yongqing: On Synthesis Integration of MIS, Control Theory and Applications，Vol.17, No.1, p. 27-30; [2] ZHONG denghua, CUI Bo and Cai Shaokuan: Information Integrated management of Hydropower Construction Project for EPC contractor, Journal of Hydroelectric Engineering, Vol. 29, No.1, p. 27-30; [3] Jeff R, Thomas M F. : Information population of an integrated construction management System [J], Computer Aided Civil and Infrastruture Engineering, 2002(17), p. 256-268; [4] Mahmoud S.
Thomas F. : Component-based framework for implementing integrated AEC project systems [J], Journal of Computing in civil Engineering ASCE, 2007, 21(6), p. 441-452; [6] LU Yong : Documents Classification and Coding System of Construction Projects, Journal of Tongji University, Vol.31, No.11, p. 1364-1368; [7] WANG Qiankuan : Research on Construction Project Integrated management[D]，Wuhan Technology University, 2006; [8] ZHU Youguo,CHENG Hu, Study On Construction Engineering Information Integrated Management System, Construction Management Modernization, 2005(5):27-29; [9] LI Yongkui, Study on Theory and How to Realize Building Lifecycle Management(BLM)一 Organization, Process, Information and System Integration [D], Tongji University, 2007;

Emulational calculation of concrete perfusion in steel-pipe arch rib of a large-span bridge Bai Ying-hua1,2 Liu Mu-yu1 Yu Tian-qing2 1 School of Civil Engineering and Architecture, Wuhan University of Technology, 430070，P.R.China 2 School of Civil Engineering and Architecture, Hubei University of Technology,430064, P.R.China 1 Author Information: Bai Ying-hua(1975--- ), male, Ph.D candidate in Major of the Bridge and Tunnel Engineering; Wuhan University of Technology, P.R.China; TEL：15327288971 E-mail: yhbai750608 @163.com Mailing address：School of Civil Engineering and Architecture, Hubei University of Technology, P.R.China, Postcode: 430064 Key words: Steel tube arch rib, Concrete perfusion, Emulational analysis Abstract: The bridge is a half-through steel-pipe concrete arch bridge with uniform catenary.
Based on sufficiently considering the principle of symmetrically loading rib concrete, the pouring process of the whole concrete is calculated with emulation with the aiding of commercial package MIDAS/Civil.
Simulation analysis and modeling Fig. 2 Analysis model The arch is simulated by using three dimensional (3D) beam elements with the aiding of commercial package MIDAS/Civil.
Journal of Railway Science and Engineering, 2006(5):1~5
Highway Engineering, 2007,32(4):142~145