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According to Bilec, Ries, & Matthew [12] even though some civil engineers are committed to implement sustainable projects, most civil engineers do not actually include the sustainable principles into building projects.
Thus, it is not clear to what extend the building designers (architect and engineer) incorporate the green design performance measures into their designs.
Ling, “Model for Predicting Performance of Architects and Engineers,” J.

Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation , College of civil engineering and architecture , Shandong University of Science and Technology , Qingdao 266510, China 2.
Engineering geology No.3 Coal Seam of Zhaolou mine is approximately 990m depth, its thickness is 5 ~ 8.5m and the average thickness is 7.8m, the Protodyakonov Coefficients f is 0.8 to 2.3 and the average is 1.6. 3302 working face railroad along the seam floor tunneling is typically deep top coal drift roadway, the directly top is siltstone and some sections contains argillaceous sandstone and mudstone-interbedding, coal-rock interface bond strength is low and its separation is obvious.
According to practical engineering situation of Zhaolou coal mine, a comparative study of the original support program and high prestressed anchor beam scheme was made respectively on a typical geological section.

Effect of Fly Ash on Compressive Strength and Porosity of Self-Compacting Concrete Sunarmasto1, a and Stefanus Adi Kristiawan2,b 1SMARTCrete Research Center, Civil Engineering Department, Sebelas Maret University, Indonesia 2SMARTCrete Research Center, Civil Engineering Department, Sebelas Maret University, Indonesia amastolabstruktur@yahoo.co.id, bsa_kristiawan@uns.ac.id (corresponding author) Keywords: compressive strength, fly ash, porosity, self-compacting concrete.
Ozawa: Structural Engineering International Vol. 6.
Engineering Bulletin 001, Portland Cement Association, Stokie, Illinois, USA (2003) [4] R.P.

The Parameter Sensitivity Analysis of the Externally Prestressed Composite Beam Jin Lia, Bei Sunb, Qingning Lic and Long Lid Xi’an University of Architecture &Technology, the civil engineering college, china alijinjsj@xauat.edu.cn, bsp1110@126.com, clqn419@126.com, dkgd_qkqp@163.com Keywords: The Externally Prestressed Composite Beam; The Fiber Model; Numerical Simulation; Nonlinear; Opensees Abstract: This paper used the OpenSees[1] to simulate an externally prestressed composite beam, by contrasting the experimental results to explore the factors that affect the accuracy of the numerical simulation.
Civil Engineering Transaction.
International Association for Bridge and Structural Engineering.
Journal of Structural Engineering. 1998. 6: 0704-0711.

As a new high performance construction material, concrete doped nano-TiO2 greatly expanded its application in engineering with the advantages of high strength and high durability.
Introduction Modern engineering practice indicates that concrete is confronted with higher performance requirement in the complicated special structure, and how to make the high strength concrete becomes an important topic in the engineer field.
Since the nano-material was used in civil areas in USA, the new materials industry has made a great development.

BFRPC become an ideal material for civil engineering and marine engineering in the future.
Engineering Fracture Mechanics, 2008, 75 (18), 5207-5216 [7] Cao Jixing.
International Journal of Impact Engineering. 2012, 49: 158-164
Engineering Structures. 2009, 31: 2825-2832
International Journal of Impact Engineering. 2011, 38: 290-304.

Experimental Research on Seismic Capacity of the Frame Sandwich Boundary Joint Tengfei Zhao 1,a, Zhaobo Meng1, b and Yongsheng Zhao 1,c 1 School of Architecture & Civil Engineering, Liaocheng University, Liaocheng 252059, China azhaotengfei@lcu.edu.cn , bmengzhaobo@lcu.edu.cn, czhaoyongsheng@lcu.edu.cn Keywords: tall building, frame joint, seismic performance, concrete strength, sandwich boundary joint.
The frame joints concreted with beams’ low grade concrete（named as sandwich joint）is urged intensively by the engineers.
The engineering applications of these sandwich frame joints are proved to be feasible, and some suggestions for the engineering application of this joint are proposed.
So the frame joints concreted with beams’ low grade concrete is urged intensively by the engineers.
Finally, according to the results, the suggestions for the engineering application of sandwich joints are proposed.

Civil & Environment Engineering School, University of Science & Technology Beijing, Beijing, China 2.College of Mining Engineering, Hebei United University, Tangshan Hebei 063009, China 3List all distinct addresses in the same way a.zhangyab@heuu.edu.cn, b. cclsy@heuu.edu.cn, c. zhangyunpeng@heuu.edu.cn Keywords: Hydraulic Blasting, Numerical Simulation, Blasting engineering Abstract: Adopting LS-DYNA finite element simulation, the simulation model of hydraulic blasting was established.
A large amount of engineering practices prove that demolishing container shape structures by hydraulic blasting has certain advantages: smaller amount of engineering, faster progress and no smoke, which is an advanced blasting technology.
International Journal of Impact Engineering. 2000, vol 24: 203~217

Application of fuzzy comprehensive evaluation method in engineering project risk management Lang Gaoa, Xin Lib School of Civil Engineering, Chang’ an University, Xi’an 710061, China ajiyu_1997@126.com, bzixin-yi-xin@163.com Keywords: the fuzzy comprehensive evaluation method, risk response, relative weight, degree of membership Abstract: According to the current situation and problems of the risk response of China's construction market, from the selection of risk factors and its weight, expert evaluation score, and other aspects, and applies the fuzzy comprehensive evaluation method of the system thinking, analyzes the reliability of the risk response plan, studies the application of the fuzzy comprehensive evaluation method in more risk solutions to select, and the results show that the comprehensive evaluation value of each plan is organic combined the experience of experts with the strict quantitative analysis, and enhance the evaluation results of scientific and reasonable and
These risk might caused the project implementation out of control, such as program modification, extension, cost increase, which eventually led to the engineering economic benefit is reduced, and even the project fails[1].
And the characteristics of modern engineering construction project is large scale, new technology, long time, too many participants , and the environment more complicated, it can be said that it is full of crisis in the process of the project[2].
The method research of engineering project investment risk evaluation [D].The master's degree thesis Xi'an University Of Architecture And Technology,2008
System engineering [M].Machinery industry press,2008

Nallusamy3,c 1,2Department of Civil Engineering, Sathyabama University, Chennai 3Department of Mechanical Engineering, Dr.
Journal of Civil Engg. and Technology, 7(4) (2016) 345-357
Risdianto, An application of blended fly ash and residual rice husk ash for producing green building bricks, Journal of the Chinese Institute of Engineering, 39(7) (2016) 850-858
Nagendra et al., GGBS and nano silica effect on concrete, International Journal of Civil Engineering and Technology, 7(5) (2016) 477-484
Nallusamy et al., Investigation on carbon nanotubes over review on other heat transfer nano fluids, International Journal of Applied Engineering Research,10(62), (2015), 112- 117