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Suh: Materials Science and Engineering, vol. 95 (1987) p. 303-308
Lim: Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics, vol. 170 (2017) p. 167-173
Lim: Journal of Engineering Materials and Technology, vol. 138 (2016) p. 014501
Lim: Journal of Engineering Materials and Technology, vol. 138 (2016) p. 041011
Lim: Journal of Engineering Materials and Technology, vol. 137 (2015) p. 024502

Occlusal Cast-in-Place Piles of Whole Casing Soil Grab Zhengsheng Zou1,a，Qinghua Kong1,b and Wenqing Zhang2,c 1College of Civil Engineering, Henan Polytechnic University, Jiaozuo 454003, Henan, China 2China Geo-Engineering Corporation, Beijing 100093, China azouzs@hpu.edu.cn, bnbkhb1@163.com, cmichaelzwq@hotmail.com Keywords: Flange occlusion, cast-in-place pile, soil dragline, casing connector, whole casing support, soil grab method, jointless occlusion.
Shen: Foundation Engineering No.2 (2001),p. 21-28 (In Chinese) [2] B.H.
Hu: Railway Engineering No.5 (2010), p. 37-42 (In Chinese) [11] P.L.
Wu: Soil Engineering and Foundation Vol.24 (2010), p.10-13(In Chinese) [13] Q.H.
Liu: Soil Engineering and Foundation No.8 (2005), p. 5-7 (In Chinese)

Later on, investigation was continued for further improvement in certain properties through Aluminium matrix composites (AMCs) by overcoming the short comings of the properties that of pure form of aluminium.Today, in many engineering applications, in various engineering fields like automobile engineering, railways, aerospace engineering, defense, power distribution industry, naval, many domestic industries like food industry, the AMCs have become the unavoidable ingredient for better outcomes [1].Basically, the MMCs are tailor made substances, as we can achieve the superior performance, by acquiring qualities like, higher stiffness and better strength to weight ratio, withstanding to high temperatures, improved resistance to wear, high abrasion resistance, better magnetic and electric properties [2].Compared to Polymer matrix composites, MMCs can exhibit high temperature resistance properties, better mechanical properties, and greater electrical and thermal conductive properties, moisture
References [1] Chawla, K.K. (1998) Composite Materials: Science and Engineering, 2nd ed., Springer, New York
[2] Rana, R.S., Purohit, R. and Das, S. (2012) ‘Review of recent studies in Al matrix composites’, International Journal of Scientific & Engineering Research, Vol. 3, No. 6, pp.1–16
Tan, ‘Engineering and Applied Sci. 6 (2012)’, 288
Sivalingappa, Halesh Koti, V.Daniel Jebin ‘Journal of Mechanical and Civil Engineering vol.5 (2013)’ 72

Rajan2, b, K.R.Senthil Kumar 3, c 1Department of Mechanical Engineering, St.Peter’s University, Avadi , Chennai, India. 2Department of Mechanical Engineering, Dr.MGR University, Chennai, India. 3Department of Mechanical Engineering R.M.K.Engineering College, Chennai.
Shirvani Moghadda, Comparing the effect of processing temperature on microstructure and mechanical behavior of (ZrSiO4 or TiB2)/aluminum composites, Materials Science and Engineering A, 498 (2008) 53-58 [4] P.
Kumar, A comparative study on the microstructures and mechanical properties of Al6061 alloy and the MMC Al6061/TiB2/12p, Journal of Minerals & Materials Characterization & Engineering, Vol. 9 (2010), pp. 57-65
[9] Mingliang Wang, Dong Chen, Zhe Chen, Yi Wu, Feifei Wang, Naiheng Ma, Haowei Wang, Mechanical properties of in-situ TiB2/A356 composites, Materials Science and Engineering A, 590 (2014) 246-254
Vijay, Effect of TiB2 content and temperature on sliding wear behavior of AA7075/TiB2 in situ aluminum cast composites, Archives Of Civil And Mechanical Engineering, 14 (2014) 72-79.

Box 77, D/A Pejabat Pos Besar, Kangar, Perlis 01000, Malaysia 4Laser Processing Research Centre, School of Mechanical, Aerospace and Civil Engineering, The University of Manchester, Sackville Street, Manchester, M13 9PL, United Kingdom.
Fillinger, The Engineering of Endovascular Stent Technology: A Review.
Materials Science and Engineering A, 2004. 386(1-2): p. 331-343
Optics and Lasers in Engineering, 2009. 41: p. 300-302
Optics and lasers in engineering, 2006. 44(10): p. 1078-1087

In case the designed strength degree is C20, yet different conclusions will be achieved under the natural dryness or water immersion, which will bring difficulties over engineering handling.
Of course, the criterions application shall be done by engineers’ better understanding.
Gungdong Civil Engineering, 2009(4): 63-64, 56; [4] An Tongfu, Peng Liming, Wang Huaping, Yu Guoliang, The Technical Feasibility Study on the Anti-Compression Strength Test With Micro Core Sampling Method [J].
Journal of Qingdao Construction Engineering Institute, 2000(3): 7-9; [6] ECS 03: 2007 The Technical Criterion on Concrete Strength Test By Means Of Core Sample Drilling [S].
Engineering Dynamics, 2007, 24(2); 105-109.

Risk assessment of incremental launching bridges is beneficial to the engineering projects.
Experts rang focus on the experts and engineers about design, construction and supervision, about 20 persons.
Risk Assessment System and Key Issues for Bridge Engineering [D].
Shanghai: College of civil engineering, Tongji University, 2006(in Chinese) [2] Y.
Road Engineering Project Risk Evaluation Based on Fuzzy Analytic Hierarchy Process [J].

Research Advances in concrete filled steel tube connection device Hongwei Ren1,a ,Jiefang Tian1, b and Qiuming Li1,c 1 College of Civil and Architectural Engineering, Hebei United University, Tangshan 063009, China arenhongwei2012@163.com, bjiefangtian@sina.com, c15032560866@163.com Keywords: Concrete filled steel tube, Connecting device, Research, Progress Abstract.
(In Chinese) [6]LAMPORT W B, JIRSA J, YURA J, Journal of Structural Engineering. 117(1991)2477-2498
[12]Ruilong Han, Weixing Shi, Yang Zhou, structure engineer. 27(2011), 149-154.
[16]Hongwei Ren, Jianwei Chen, Youpo Su, World Earthquake Engineering. 29(2003)119-125.
[20]ELNASHAI A S, ARITENANG W, Engineering Structures. 13(1991)34-42

In the program, demand analysis, distribution of sub-tasks, design execution, completion of engineering design and other stages all require for the support of cooperative technology in concurrent engineering environment so as to realize telecommunications and negotiations among different layers.
For structural engineers, they will perform design from structural strength, geometric size and other perspectives.
In addition, because BIM can be applied into the full life cycle of the engineering program, designers can use coordinated information to design new programs in the whole design process.
In addition, Concurrent Engineering which is prevailing now also stresses that technological support of team work and studies on cooperative design are closely related to each other.
References [1] B.M.Xu: Computer Supported Cooperative Design (University of Electronic Science and Technology of China Press, 2007) [2] X.Y.Deng: Explorations into Theories and Practices in Transition from CAD to BIM Technology in Civil Engineering (Report on the 2nd Innovation of Computer Application in Engineering Construction Forum, 2009, Shanghai) [3] M.L.Shi: Theory and Application of Computer Supported Cooperative Work (Electronic Industry Press, 2000)

Box 77, D/A Pejabat Pos Besar, Kangar, Malaysia. 2Faculty of Civil and Environmental Engineering ,Universiti Tun Hussein Onn Malaysia (UTHM), 86400, Parit Raja, Batu Pahat, Johor, Malaysia E-mail: atamizi@unimap.edu.my, bmustafa_albakri@unimap.edu.my, cvc@unimap.edu.my, druzaidi@unimap.edu.my, eliyanajamaludin@unimap.edu.my, faeslina@uthm.edu.my, Keywords: Marine Clay,Geopolymer Brick,Composition.
Engineers Malaysia, 1995.
Engineering Geology, 2011. 121(1–2): p. 66-74
Ocean Engineering, 1998. 26(5): p. 463-483
Tan, Some Engineering Properties of Soft Clay From Klang Area. 2nd International Conference on Advance in Soft Soil Engineering and Technology, 2003: p. pp. 79-87