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Acknowledgement Appreciation and acknowledgement to Ministry of Science, Technology and Innovation (MOSTI) for providing financial fund under VOT 1055.
Huang, Effect of the compression ratio on the performance and combustion of a natural-gas direct-injection engine, Proceedings of the Institution of Mechanical Engineers, Part D: Journal of Automobile Engineering. 223(1) (2009) 85-98
Liong, Optimum combustion chamber geometry for a compression ignition engine retrofitted to run using compressed natural gas (CNG), Applied Mechanics and Materials. 315 ( 2013) 52–556.

Experimental Study of Effects of Operation Parameters on Efficiency of Vibratory Pile Driving Huiping ZHENG 1, a, Lin CHEN 1,b, Wei WANG 2,c, Liqiang Peng1,d, Jiayu ZHANG 1,e 1School of Mechanical Engineering, Hebei University of Science and Technology, Shijiazhuang Heibei, 050018, china 2Nanjing Chenguang Group Co.
References [1] Liu Xiyuan: Foundation Engineering (China Building Materials Press, Beijing 2009) (In Chinese) [2] Fei Yuyuan and Sun Zhen: Civil Engineering Construction (China Machine Press, Beijing 2006) (In Chinese) [3] College of Civil Engineering and Architecture, Xi‘an University of Architecture and Technology: Concrete Machinery and Pile Driving Machinery (China Construction Industry Press, Beijing1982) (In Chinese) [4] Nogami T, Ren Fenzhi and Chen JenwhaVertical: Journal of Geotechnical and Geoenvironmental Engineering.

Monitor system for automatic grouting of metamorphic concrete based on PLC and HMI Tianfu Cai1,a,Jianzhong Zhou1,b,Xuemin Wu2,c,Weiping Peng2,d and Xu Wu3,e 1School of Hydropower & Information Engineering, Huazhong University of Science and Technology, Hubei, 430074, China 2School of Power and Mechanical Engineering, Wuhan University, Hubei, 430072,China 3Sinohydro Bureau 7 CO., LTD., Chengdu, 610081,China atianfuc @126.com, bprof.zhou.hust@263.net, cwuxuemin@yahoo.cn, dwppeng@whu.edu.cn, es2003707@163.com Keywords: Metamorphic concrete, PLC, grouting working device, monitor system Abstract.
Advanced Materials Research. v 287-290, p 2840-2843, 2011
Journal of Harbin University, Vol 12,No.6.pp.109-116, Dec. 2007 (In Chinese)

Narita: Journal of High Temperature Society 28(4) 135-143, (2002) (Japanese) (5) W.
Chang: Materials Science and Engineering A259, 110-119, (1999) (6) S.
Narita: 43(1) 79-88, Report of The 123 High Temperature Materials, Japanese Society.
Narita: Report of the 123 High temperature Materials, Japanese Society.
Promotion of Science, 41(1) 127-134 (Japanese) (12) Y.

Study on Water Qualities Change along ECOSUNIDE Process Yan-qiu Zhang1, a, Ang Li1,b, Yan Li1,c 1 School of Environmental Science and Spatial Informatics, China University of Mining and Technology, Xuzhou 221116, China a hellen556@yahoo.com.cn, b yqzhang@cumt.edu.cn, c lyhy1969@126.com Keywords: influent distribution, high sludge concentration, ECOSUNIDE, nutrient removal Abstract.
Material and Methods Experimental set-up.
References [1] Qing Wang and Jian-zhong Chen: ENVIRONMENTAL SCIENCE AND MANAGEMENT, Vol. 31(8) (2006), p. 126-129.
[5] Yan-qiu Zhang, Ao-tian Xu and Ruo-gu Li: Journal of China University of Mining & Technology, Vol. 12(2) (2002), p. 148-151.

In the case of individual buildings, the contribution of Space Syntax is to abandon the form, material and details, but to provide quantitative approach of studying the building’s spatial configurations.
The Art of Place and the Science of Space, World Architecture, 2005-11) The evaluation of optional schemes.
Fig.5: Scheme before the intervention of Space Syntax Fig.6:Scheme after the intervention of Space Syntax (Bill Hillier, The Art of Place and the Science of Space, World Architecture, 2005-11) Conclusion Space Syntax, with its focus on the essential attributes of space, is the theory and method used to quantify complex spatial configurations.
Dingwei: Architectural Journal Vol.12 (2006), p.34-36

Hubei Transportation Department, Wuhan 440030, China 3 Department of Construction and Civil Engineering, Xi’an University of Science and Technology, Xi’an 710054, China a23160918@qq.com , bzhangyue7810@163.com Key words: Risk Matrix, Mountainous Bridge, Risk.
In strong earthquake, the underground structures will experience different degrees of damage, from the cracking, yielding up to collapse, but due to the randomness of ground motion and the uncertainty of structural properties (such as material properties, geometric parameters), it is vital for the choice of what kind of reaction to accurately reflect the amount of structural damage caused by ground motion.
[4] Huan yi, Fang qin, etc:Journal of PLA University of Science and Technology Vol. 4 (2010), p. 445.

In order to establish the calculations method for flexible cable structures, three basic assumptions are given as follows: (a) the cable is the linear elastic material and the stress-strain relationship of steel wires comply with Hooke's law within the service range [1]; (b) the cable is ideal flexible, which can bear tension only rather than compression and flexure.
Journal of Zhengzhou University (Engineering Science) Vol 30 No.4, 2009 (in Chinese)
[6] Li Ziqi, Fan Yanyan: The research of weak interference principle of main cable displacement for self-anchored suspension bridge in stretching process. 2010 International Conference on Computational and Information Sciences, ICCIS 2010, p1091-1094.

A Kind of Shimming Method for MRI Xiaobing Zhang Institute of Electrical Engineering, Chinese Academy of Sciences, Beijing, China, 100190 zhxb@mail.iee.ac.cn Keywords: MRI; Shimming algorithm; Passive shimming.
Passive shimming normal use ferro-shim or small pieces of ferromagnetic material that have been magnetized and should.
[4] Jiao WW, Dong ZR, Sun W, et al., Journal of the Graduate School of the Chinese Academy of Sciences, Vol. 23( 2006) ,p.149~154

Secondly, through access to information on the geographical and cultural characteristics of Qinhuangdao were analyzed, summed up the design of material response of Qinhuangdao coastal tourism, the design is the creative development of underground complex city center area of the soul.
Acknowledgements This work was financially supported by the Qinhuangdao City Science and Technology R&D Project (No.201302A295).
Journal of Shanghai Jiao Tong University, Vol. 01 (2012), p.18-22 [3] M.S.
Science and Technology Information, Vol. 2 (2011), p.90