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Impact of Double-O-Tube Shield Tunnel Construction on Grillage Beams Foundation Frame Building Xinjiang Wei1,2,a, Jie Hong 1,b, Gang Wei 2,c* 1 Institute of Geotechnical Engineering, Zhejiang University, Hangzhou, China 2 Department of Civil Engineering, Zhejiang University City College, Hangzhou, China aweixj@zucc.edu.cn, bhongjieziliao@126.com, cweig@zucc.edu.cn(*Corresponding author) Keywords: DOT shield tunnel; grillage beams foundation; frame structure; settlement Abstract.
Chinese Journal of Underground Space and Engineering, Vol. 2(2006), p.124-127, in Chinese
Chinese Journal of Rock Mechanics and Engineering, Vol. 25(Supp.1) (2006), p.3317-3323, in Chinese

Use of integrated simulation and experimentation to quantify impact damage Mara Feligiotti1,a, Erwin Hack 1, George Lampeas2, Weizhuo Wang3, John Mottershead3 and Richard Burguete4 1Laboratory Electronics/Metrology/Reliability, EMPA, CH-8600 Dübendorf, Switzerland 2Laboratory of Technology and Strength of Materials, Mechanical Engineering and Aeronautics dept., Univ.
Patras, 26500 Rion, Greece 3 School of Engineering, University of Liverpool, Liverpool, UK 4 Airbus UK, New Filton House, Filton, Bristol BS997AR, UK amara.feligiotti@empa.ch Keywords: full-field measurement techniques, FEM analysis, impact damage assessment, data comparison, Zernike moment descriptors Abstract.
Rytter, Vibration based inspection of civil engineering structures, Ph.D.
Thesis, department of Building Technology and Structural Engineering, Aalborg University, Denmark (1993)

Application Study on High Modulus Asphalt Concrete in Bridge Pavement LI Yunliang1,2, a, TAN Yiqiu1,b, MENG Liang1,c 1School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, P.R.China 2 Post-doctoral Research Center in Civil Engineering, Harbin Institute of Technology, Harbin 150090, P.R.China aliyl-hit@163.com, byiqiutan@163.com, cmlsgtc@hotmail.com Keywords: high modulus asphalt concrete; pavement performance; TPS additive; bridge pavement Abstract.
Central South Highway Engineering.Vol.27(2002),p.62 [4] Hynu J L, Jung H L, Hee M P.
Journal of Zhengzhou University(Engineering Science).Vol.30(2009).p,98 [6] Hui Lu, Xiaoning Zhang, Lingling Hu.

Design and Simulation of new Energy-Saving Burner Xiaoman Chen1,a, Guixiong Liu1,a, Feiyue Leng2,b 1 The Department of Mechanical & Automobile Engineering, South China University of Technology, Guangzhou 510640, Guangdong, China 2Room 803,Tian’an Energy-Saving Technological Zone Development Plaza,No.730 Yingbin Road,Panyu District,Guangzhou 511400,Guangdong,China a megxliu@scut.edu.cn, b lengfeiyuegz@163.com Keywords: Energy-Saving, Burner, Design, Simulation Abstract.
The results show the method provided in this paper has reference value on burner structure optimization. 1 Introduction The burner has been widely used in industrial and civil industries.
(2) Air quantity computation : Experience formulas are generally used in engineering.
Table 1:Pressure loss of the ring nozzle institution(Pa) PPL of DN80 straight pipe LPL of DN80 ring pipe PPL of DN25 bend LPL of DN25 straight pipe Total pressure loss of the ring nozzle institution 140.76 801.08 479.74 708.10 2129.68 (2) Propagation velocity of flame: Propagation velocity of flame in engineering is mainly turbulence[5].
The burner system which based on combustion theory, and combined with the simulation technology, can satisfy the new situation energy-saving policy requirements, and can be used in the engineering production test. 5 Conclusions (1) Burner structure design technical route which based on fuel burning calculation, burning check and CFD simulation of key institutions, provide the basis of theory and simulation for the design of burner

Khairul Nizar3, e 1Centre of Excellence Geopolymer & Green Technology, School of Materials Engineering, Universiti Malaysia Perlis (UniMAP), 01000, P.O.
Box, D/A Pejabat Pos Besar, Kangar, Perlis, Malaysia 2Civil Engineering Department, Petra Christian University, Jalan Siwalankerto 121-131, Surabaya 60236 Indonesia 3School of Environmental Engineering, Universiti Malaysia Perlis (UniMAP), 02600 Jejawi, Perlis, Malaysia amustafa_albakri@unimap.edu.my, brafiza86@gmail.com, cdjwantoro.h@peter.petra.ac.id, dvc@unimap.edu.my, enizar@unimap.edu.my Keywords: Geopolymer; XRF; XRD, FTIR; SEM Abstract.
Civil Engineering Dimension, 12(1), 18-22

Introduction With recent development and application of composite materials and structures in civil engineering, the analysis of fracture mechanisms of interface bond between the conventional materials and composites has received a lot of interest.
Yuuki: Engineering Fracture Mechanics,Vol.43 (1992), pp.603-614
Tan: Engineering Fracture Mechanics, Vol.41 (1992), pp.779-784
Munakata: Engineering Fracture Mechanics, Vol.45 (1993), pp.599-610

Failure of Concrete at High Temperatures - The Influence of the Type of Cement VÁLEK Jaroslav1,a, BODNÁROVÁ Lenka1,b and NOVOSAD Petr,1,c 1 Brno University of Technology, Faculty of Civil engineering, Veveří 95, 602 00 Brno, Czech Republic avalek.j@fce.vutbr.cz, bbodnarova.l@fce.vutbr.cz, cnovosad.p@fce.vutbr.cz Keywords: Portland cement, Portland Slag Cement, High temperature, Concrete.
Vican, Procedia Engineering, Vol. 65, pp. 2-6 (2013)
Hela: Evaluation of disruption of concrete caused by exposure to high temperatures by initial surface absorption test, ARPN Journal of Engineering and Applied Sciences, Vol. 10, No. 15, pp. 6299-6304 (2015)
Konvalinka: Physical and Mechanical Properties of Composites Made with Aluminous Cement and Basalt Fibers Developed for High Temperature Application, Advances In Materials Science And Engineering (2015).

Numerical Investigation on Passing Through Goaf in Coal Mine Failurezone Baoping Deng1, a, Shuai Liu2,b, Chen Wang2,c, Yaodong Jiang2,3,d and Hongwei Wang2,e 1Faculty of Resources and Safety Engineering, China University of Mining and Technology, Beijing, 100083, China 2School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing, 100083, China 3State Key Laboratory of Coal Resources and Safe Mining, Beijing, 100083, China adengbaoping@163.com, bwojiaqianjinliu@sina.com, cwilson19890725@163.com, djiangyd@cumtb.edu.cn, ehongwwang@163.com Keywords: small coal mine, stoping rate, roof pressure, room-pillar mining technology Abstract.
Fig. 1 Layout of 0902 island mining panel Table 1 Roadways Excavation of 0902 mining face The roadway name The material roadway The transportation roadway The cutting roadway Total Engineering quantity 1180[m] 1180[m] 185[m] 2545[m] The classification of coal rock Half coal rock Half coal rock Half coal rock The main roof of Workface 0902 in the south wing of Jiaozili Panel is consisted of K2 limestone with a thickness of 5m.
[2] Wen Qinghua, Zhou Haifeng: Coal Engineering, Vol. 1(2009), p.54~66, “In Chinese”

By restraining the motion of slewing mechanism, we can obtain dynamic characteristic of tower crane boom when in rotary braking, especially the maximum deformation of tower crane boom in the braking process, so as to guide the structure design for the engineering machine that satisfies the requirement of structure strength and dynamic stiffness.
Journal of Shenyang Architectural and Civil Engineering Institute(2004).
Electrical Engineering,Computing Science and Automatic Control(2009)
Modern Manufacturing Engineering( 2007).

BIOGAS POWER SYSTEM: A STEP TOWARDS UTILIZATION OF CLEAN RENEWABLE ENERGY RESOURCE FOR PROVIDING OPTIMUM ENERGY NEEDS OF RURAL AREAS IN INDIA Disha Dewangan1,a, S.L Sinha2,b & Jasinta Poonam Ekka3,c 1Department of Industrial & Production Engineering, I.T, GGV, Bilaspur (C.G.), Koni, 495009, India. 2Department of Mechanical Engineering, N.I.T, Raipur (C.G.), G.E Road, 492010, India. 3Department of Mechanical Engineering, I.T, GGV, Bilaspur (C.G.), Koni, 495009, India.
Cost of biogas plant with civil work & gas holder 140 m3 capacity 1 9, 50,000 2.
[2] Mayank Aggarwal, Vijit Gupta, “Biogas as Future Prospect for Energy Dependency and Rural Prosperity in India: Statistical Analysis and Economic Impact” IEEE Systems and Information Engineering Design Symposium, SIEDS’ pp 45-48, 2009