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Du, X.L Liu: Journal of Building Structures, Vol.23 (2002) p68 (In Chinese) [5] GB/T 50283-1999，Unified standard for reliability design of highway engineering structures[S].
E: Canadian Journal of Civil Engineering, Vol.6(1991) p995

Ltd, Nanhong Street, Yantai, Shandong, China, 264000 2 School of civil engineering, Shandong Jianzhu University, Jinan, Shandong, China, 250101 ayanjiangroup@gmail.com, byjiang535@gmail.com Keywords: Super high-rise building; raft foundation; mass concrete; temperature control; crack.
The inner temperature variation of two types of mix proportion for mass concrete during 30 days concrete age (2) Crack control measures in the placing and curing of concrete In order to avoid construction joints, engineers decided to adopt beveled leveling layer pouring sequence which divided the 4m depth raft foundation into 8 layers (0.5m for each one).

Tensile behavior of 2.5D C/SiCN Composites Yi Xia1, a, Hong-Fang Li 2,b 1 School of Materials Science and Engineering, Henan University of Technology, Zhengzhou, Henan, 450001, P R China 2 Dept. of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang, Henan, 471023, P.R.

Anlysis on Freeze-Thaw Cycling Damage of Layered Hybrid Fiber Reinforced Concrete Dongqing He 1,2 Bo Liu2 1Institute of Material and Structure, Henan University, Kaifeng 475001, China 2School of Civil Engineering and Architecture, Henan University, Kaifeng 475001, China ahe_dongqing@163.com, bceliubo@163.com Keyword: Damage model, Freeze-thaw cycling damage, Layered hybrid fiber reinforced concrete Abstract.
[10] JTG E30-2005: Testing Methods of Concrete for Highway Engineering(Bureau in Chinese National Standard, China 2005).

Shear Resistance of Non-Reinforced Oil Palm Shell Concrete Beams Mei Yun China and Teck Leong Laub Department of Civil Engineering, University of Nottingham (Malaysia Campus), Jalan Broga, 43500,Semenyih, Selangor Darul Ehsan, Malaysia.
Ganapathy,“Engineering Properties of Concrete with OPS as Coarse Aggregate”, Construction and Building Materials,16, 29-34, 2001

The Effect of Splicing Area Parameters on Mechanical Behavior of Beam-Column Connection with Cantilever Beam Splicing Jianrong Pan1,2,a, Zhengting Yang2,b, Linqiang Zheng3,c and Ruibin Gao2,d 1 Key Laboratory of Concrete and Prestressed Concrete Structures of Education Ministry, College of Civil Engineering, Southeast University, Jiangsu, Nanjing 210096, China 2 State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangdong, Guangzhou 510640, China 3 Architecture Design and Research Institute, South China University of Technology, Guangdong, Guangzhou, 510640, China actjrpan@scut.edu.cn, b1140660192@qq.com, c582122673@qq.com, d306775849@qq.com Keywords: Splicing Area, Beam-Column Connection with Cantilever Beam Splicing, Design Parameter, Mechanical Behavior.
So the splicing joint is widely used in high-rise steel structure engineering.

The Equilibrium Existence Theorem for Systems of General Quasiequilibrium Problems in GFC-spaces Kai Ting Wena, He Rui Li b School of Civil Engineering and Architecture, Bijie University, Bijie, Guizhou 551700, P.
Li, 2011 World Congress on Engineering and Technology, Vol. 1(2011), p. 543

High Velocity Impact Deformation of a Laser Welded Sandwich Panels Yuping Sun1,a, Zhien Du1,b, Hui Li1, Jinmei Li2 1College of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China 2College of Material Science and Engineering, Lanzhou University of Technology, Lanzhou 730050, China ahhyy707@yahoo.com.cn, bduzhien@126.com Keyword: Laser welded; Sandwich plate; Impact velocity; Deformation Abstract.

Effect of Zeolite Admixture on Freeze/thaw Resistance of Concrete Exposed to the Dynamic Climatic Conditions Václav Kočía*, Miloš Jermanb , Jiří Maděrac and Robert Černýd Department of Materials Engineering and Chemistry, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7/2077, 166 29 Prague 6, Czech Republic avaclav.koci@fsv.cvut.cz, bmilos.jerman@fsv.cvut.cz, cmadera@fsv.cvut.cz, dcernyr@fsv.cvut.cz * corresponding author Keywords: Zeolite, concrete, building envelope, computational simulation, climatic data, finite element method, service life, freeze/thaw resistance Abstract.

School of Civil Engineering, Central South University, Changsha, 410075, China 2.
College of Engineering, Hunan Agriculture University, Changsha, 410128, China a393133345@qq.com, bzxlzs77@163.com, ckrzheng_1@163.com(Corresponding Author),dyjxie2007@163.com,ffuqiangzn2011@163.com Corresponding Author: Keren Zheng Keywords:Hardened cement-asphalt; Pore size distribution ; Cumulative volume curves; Mercury intrusion porosimetry Abstract.