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Ling1, 2,a, Khairul Anuar Kassim2,b , & Ahmad Tarmizi Abdul Karim1,c 1Faculty of Civil & Env.
Eng., Universiti Tun Hussein Onn Malaysia (UTHM), Malaysia 2Faculty of Civil Eng., Universiti Teknologi Malaysia (UTM), Malaysia afelix@uthm.edu.my, bkanuar@utm.my, ctarmizi@uthm.edu.my Keywords: Lime, Zeolite, Calcium Silicate Hydrate, Silica calcium ratio Abstract.
Jefri of Material Science lab, Faculty of Mechanical Engineering, UTM for the FESEM-EDX test.
Sanupong, Scanning electron microscopic investigation of cement stabilized soil, in: Proceedings of the 10th National Convention on Civil Engineering, Pattaya, Thailand, 2005, pp. 23-26
Al-Tabbaa, Effect of zeolite and bentonite on the mechanical properties of cement-stabilised soft clay, in: Proceedings of the 4th International Conference on Soft Soil Engineering, Vancouver.

Advances in Research on Correlation of Workability and Rheology of Fresh Concrete: A Review Gai-Fei Peng1,a , Zhan-Qi Guo 2,b , Piet Stroeven 2,c, Ri Gao 1,d , and Guang-Hua Huang1, e 1 Faculty of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China 2 Faculty of Civil Engineering and Geosciences, Delft University of Technology, The Netherlands a mail: gfpeng@bjtu.edu.cn, b mail: Z.Guo@tudelft.nl, c mail: P.Stroeven@tudelft.nl, d mail: rigao@bjtu.edu.cn, e mail: 07121495@bjtu.edu.cn Keywords: Workability, rheology, self-compacting concrete, high-performance concrete, modeling Abstract.
Acknowledgments This paper was a result of a work done by the first author as a visiting researcher during a period from September 2006 to February 2007, at Faculty of Civil Engineering and Geosciences, Delft University of Technology, The Netherlands.

The Characteristics and Construction of CFG Pile Composite Foundation SuQing Cao1,2,a, Mei Yang1,2,band XiaoFei Xin3,c 1 College of Civil And Architectural Engineering, Hebei United University, Tangshan 063009, China 2Earthquake Engineering Rresearch Center of Hebei Province, Tangshan 063009, China 3 The Second Geology Group of Hebei Provincial Pynn, Tangshan 063000, China ajgcsq@qq.com, bywdym2002@126.com, cyantu_xxf@163.com Keywords: CFG pile, Composite foundation, construction Abstract.
Engineering properties of CFG pile composite foundation Section Headings.
Artificial pickup is widely adopted in engineering; machinery removed can be used for larger workload process.
CFG Pile Composite Foundation Technology and Engineering Practice (2010), in Chinese
[2]Xishan Zhao and Huizhen Yu.West-CHINA Exploration Engineering，Vol. 4(2013), p. 27, in Chinese.

Mechanical Characteristics Analysis of Sensitive Parameters of Long-span Steel Truss Suspension Bridge WANG Daa, ZHU Yi-zhoub School of Civil Engineering and Architecture, Changsha University of Science & Technology, Changsha 410064 China ayxwang2006@sohu.com, bzyz1987112@gmail.com Keywords: Bridge engineering, suspension bridge, main cable, central buckle, stiffen girder, frequency.
It is expected the outcome of this study will be useful to researchers and professionals involved in complicated civil structures.
Journal of Bridge Engineering, ASCE, 2007:80-88.
Journal of Bridge Engineering,ASCE,2007:137-146
Journal of Structural Engineering.

Experimental Study on Flexural Behavior of Ductile High Performance Concrete Hongzhe Suna, Mingke Dengb and Xingwen Liangc School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an of China, 710055 asunhongzhe@xauat.edu.cn, bdengmingke@126.com, cliangxingwen2000@yahoo.com.cn Keywords: Engineered cementitious composite; Ductile high-performance concrete; Flexural behavior; Orthogonal test Abstract.
Introduction High performance concrete has the advantages of high strength, high durability, high fluidity and high impermeability, which has been widely used in the contemporary civil engineering structures.
The engineered fiber reinforced cementitious composites, ECC in short, is a kind of high toughness ductile concrete, which possesses the great capability of absorbing energy and can remarkably improve the anti-seismic performance and crack resistance performance.
There are a few experimental studies on the mechanical property index of ECC material, which limits the application of this new kind of material on structure engineering.
[7] Shilang Xu, Xiangrong Cai: Journal of Hydraulic Engineering, Vol.40, No.9(2009),p.1055, in chinese

Research on Construction Technology of Shaft Maintenance Structure in Shield Tunneling Heran YU1,a, Xiaobo WANG 1,b and Jinghe WANG 1,c 1 School of Civil Engineering, Southwest Jiaotong University, China aheranyu@163.com, bxiaobo.swjtu@gmail.com, cjhw870219@163.com Keywords: Shaft engineering; Enclosure Structure; Static Blasting Abstract.
Based on the background of Xi-Jiang cross-river shield tunneling construction of gas pipeline network project in Guangdong province, this paper expounded engineering measures and innovative technology of the shaft maintenance structures under the composite stratum conditions, which included trench construction for diaphragm wall, reinforcement cage craning and installation, concrete spouting and static blast excavation, to provide some reference for similar projects.
The engineering methods and techniques this project successfully applied had supported some references to the similar construction in the future, such as: (1) The use of the I-beam joints was a successful attempt in this dimension (0.8 m-thick and 16m-deep) of diaphragm wall construction

Field Tests and Numerical Simulation of Pile Head Load Influences on Negative Skin Friction Behaviors of Piles Linong Xia1,2, a, Yundong Miao2,b, Xin Tong1, Shun Li1 1Department of Civil Engineering, Changsha University, Changsha, Hunan, P.R.China 2College of Civil Engineering and Mechanics, Xiangtan University, Xiangtan, Hunan, P.R.China alnxia@126.com, bmiaoyundong@126.com Keywords: pile head load; negative skin friction; field test; numerical simulation; pile Abstract.
Engineering Geological Conditions and Design of Piles Engineering Geological Conditions.
According to the experience formula in the engineering geology manual, the relative density of the added sand (Dr) is 0.24, modulus of compressibility (Es) is 5.0MPa and friction angle (φ) is 27.3°.
Fellenius: Canadian Geotechnical Journal Vol. 9 (1972), p. 323 [2] Shidong Ma: Rock and Soil Mechanics Vol. 18 (1997), p. 8(In Chinese) [3] Fuquan Chen, Xiaonan Gong and Shidong Ma: Journal of Building Structures Vol. 21 (2000), p. 77(In Chinese) [4] Houxian Zhang: Construction Technology Vol. 23 (1994), p. 36(In Chinese) [5] Min Zhao, Yu Zhang and Yinli Liu: Chinese of Underground Space and Engineering Vol. 3 (2007), p. 1327(In Chinese) [6] Linong Xia, Hongxia Liu and Mingxian Ou: Chinese Journal of Rock Mechanics and Engineering Vol. 28 (2009), p. 1177(In Chinese) [7] Qing Yang, Gangqiang Kong and Pengyi Zheng: Rock and Soil Mechanics Vol. 29 (2008), p. 1955(In Chinese) [8] Dengping Yuan, Hongwei Huang and Jinrong Ma: Underground Space Vol. 24 (2004), p. 456(In Chinese) [9] Linong Xia, Xinghua Wang: Mining and Metallurgical Engineering Vol. 25 (2005), p. 1(In Chinese) [10] Linong Xia, Xinghua Wang and Chunping Jiang: Journal of Disaster Prevention and Mitigation Engineering Vol

Application of Displacement Back Analysis in Geometry Monitoring of Segmental Construction of Prestressed Concrete Continuous Girder Bridge Xuexian Sun, Zhen Liu School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China 1sxx1955@163.com, 2619671974@qq.com Keyword: Bridge, Cantilever construction, Construction control, Displacement back analysis.
Thus, it is not appropriate for complicated bridge engineering.
Engineering project Optimum back analysis.
Journal of Engineering Mechanics[J].Vol.6(1996)
China Civil Engineering Journa[J].

References [1]Jianxin Zhang,he building information model applied in the engineering design industry in our country barriers to study [J].
Journal of engineering management, 2010, 8 (4) : 387-392
Journal of engineering management, 2012, 11 (26) : 012-016
Journal of information technology in civil engineering and construction, and 2013.3 (2) : 56-61
Information technology in civil engineering and construction, 2011.3 (2) : 114-118.

Box 2554, School of Civil Engineering, Campus two, Harbin Institute of Technology, 73 Huang-he Road, Nan-Gang District, Harbin, China 2College of Civil Engineering, Huaqiao University, Quanzhou, China ayangzhinian213@sohu.com, bDongYL1965@163.com Keywords: Two-way concrete slab, Clamped edges, Furnace test, Thermal response, structural behavior.
Moore: The Structural Engineer, Vol. 77 (1999) No.8, p. 15
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Toh: Engineering Structures, Vol. 29 (2007) No.10, p. 2775