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Crumb rubber bitumen interactions: Cold stage optical microscopy [J] Journal of Materials in Civil Engineering/ ASCE, 2003, 9(10): 419-426

Liew2,d 1 State Key Laboratory of Fire Science, University of Science and Technology of China, Hefei, Anhui, 230026, PR China 2 Department of Civil and Architectural Engineering, City University of Hong Kong, Kowloon, Hong Kong, 999077, PR China aweiguang@mail.ustc.edu.cn, bjianglin@mail.ustc.edu.cn, csunjh@ustc.edu.cn, dkmliew@cityu.edu.hk Keywords: energy conservation material, extruded polystyrene (XPS), downward flame spread, fire risk evaluation, width effect, high elevation Abstract.

The analysis of the reinforcement effect The modeling analysis was made by bridge spatial analysis procedures Midas / Civil, and based on live load force envelope and deflection envelope of the bridge span structure, we determined the section with maximum bending moment and the section with maximum deflection of the structure.
[2]Lili Liu, embedded stick of prestressed carbon fiber reinforced technology in the bridge reinforcement engineering.

Research on the Contaminants Adsorption and Removal by Macroporous Resins in the Textile and Dyeing Shuang Han, Meng Li*, Qian Zhang, Min Zhong, Fang Lu School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan; 430070, China *Corresponding author e-mail: limeng189@whut.edu.cn Keywords: dyeing wastewater, D3520 macroporous resin, adsorption, desorption.
Dynamic adsorption and desorption experiments have been carried out on the packed column of D3520 resins as a reference for engineering applications, the results showed that the D3520 resin could still reach 79.5%  removal rate after adsorptions-regeneration for five times.
Industrial & Engineering Chemistry Process Design & Development, 1986, 25(1):no-no

Li: Earthquake Engineering and Engineering Vibration (in Chinese), Vol. 4 (1984) No.2, p.48 [8] L.
Liao: Earthquake Engineering and Engineering Vibration (in Chinese), Vol. 14 (1994) No.3, p.1 [15] M.
Hu: Earthquake Engineering and Engineering Vibration (in Chinese), Vol. 1 (1981) No.2, p.1 [17] R.
Jin, et al.: Earthquake Engineering and Engineering Vibration (in Chinese), Vol. 23 (2003) No.2, p.8 [24] X.
Wang: Civil Architectural & Environmental Engineering (in Chinese), 32 (2010) Supl. 2, p.71 [28] G.

Analysis of Locking Value of Anchor Cable in Pile Anchor Supporting Structure Jie Chen 1,a Dong Wang 2,b Chunlei Feng 3,c Faculty of Civil and Architectural Engineering, Kunming University of Science and Technology, Yunnan650500, China a451629371@qq.com bedit-me@163.com, c735463353@qq.com Key words: Anchor stress, Locking value, Pre-stressing loss, Pile anchor supporting Abstract: This paper analyses the problem of locking value of anchor cable of pile anchor supporting of a deep foundation pit in the north of Kunming city.
Introduction In the process of city construction, all kinds of high-level, high-rise buildings and underground engineering, so there are appearing more and more deep foundation pit engineering.
The standard should be strictly obeyed during the process of tensioning anchor cable in the engineering.
So the engineering can consider it as 4% loss of pre-stress.
The engineering is taken about 0.55 times the design value, it meets the requirements

Complexity Measurement of Eco-residential District Construction System Based on Structural Equation Model Yunpin Hu1, a, Huanhuan Liu2, b, Kaiman Chen3, c 1,2School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, China 3Wuhan Britain-China School, Wuhan, China aiamhappychen@163.com,bdgggs@qq.com, c1060264474@qq.com Keywords: Eco-residential District; Construction System; Complexity Measurement; Structural Equation Model Abstract: This paper aims at researching the quality and quantity complex measurement of the eco-residential district construction system and provided a method for scientific decision-making.
Based on the result of frequency analysis, selects six indicators of high frequency to judge the complexity of eco-residential district construction system, they are group structure of project stakeholder, engineering technology, engineering task, project environment, project objectives and project information.
On the other hand, complexity of engineering technology, task, information, target and engineering project system are all affected by other variables, so they are used as endogenous latent variable.
Grasping project complexity in large engineering projects: The TOE(Technical Organizational and Environmental) framework.
Evolution of System Science and System Engineering[J].

This question is also not necessary as every engineer is encouraged to follow the procedures.
Is the frequency of your training conducted as provided in the Nigerian Civil Aviation Regulation?
Was the Certifying Engineer available to directly supervise the task?
Is the frequency of your recurrency training conducted as provided in the Nigerian Civil Aviation Regulation?
Was the Certifying Engineer available to directly supervise the task?

Kamyab and S.C Palmer, Analysis of displacements and stresses in oil storage tanks caused by differential settlement, Proceedings of Institute of Mechanical Engineering, part C: Journal of Mechanical Engineering science. 203 (1989) 60-70
Sc Thesis, Faculty of Engineering, Mansoura University, Egypt, Vol 94 (2004) [10.]
Sc thesis, Department of Geodesy and Geomatics engineering , University of New Brunswick, Canada.
R.Irughe – Ehigiator , Environmental safety and monitoring of crude oil storage tank at the Forcados terminal, M.Eng Thesis, Department of Civil Engineering, University of Benin, Benin City, Nigeria, 2004 [13.]
R.L.Vanatwerp Engineering and Design deformation monitoring and control surveys” Engineers manual – US Army Corps of Engineers, Washington, (1994), EM 1110 -1-1004.

Study on Employer's Cost Control in the Bidding Phase Qiufang Wang a, Xing Liu b and Juanfang Li c School of Civil Engineering, Wuhan University, Wuhan, China awdhwqf1@163.com; bxliu_whu@163.com; c372730637@qq.com Keywords: employer; bidding; cost control.
Just because of mere formality of bid evaluation process, it is unbeneficial to control engineering cost objectively.
In view of the interface with cross engineering, the detailed bill of engineering quantities should be prepared to avoid interface work repeated or vacant [5, 6]
In their help, the contracting parties can be more fair, rational and effective to determine engineering price [6].
Li, Engineering Bidding and Contract Management, China Machine Press, Beijing, (2009) 29-31