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National-Local Joint Engineering Laboratory of NC Machining Equipment and Technology of High-Grade Stone, 110168, Shenyang, China 2.
Department of Mechanical Engineering, University of Shenyang Jianzhu, 110168, Shenyang, China 3.
[3] Song Kezhi, Yuan Dajun and Wang Mengshu, “Review of Interaction on Disc Cutter and Rock”, Journal of Railway Engineering Society.
[6] van Empel WHNC and Kaalberg FJ, “Advanced modeling of innovative bored tunnel design of Amsterdam North/Southline”, Finite Elements in Civil Engineering Applications, pp.313–323, 2002
“Finite Element Numerical Simulation of the Process of Disc Cutter Breaking Rock”, Engineering Construction.

Role of Key Factors of Particulate Components in Biocomposites STEVULOVA Nadezda 1,a, CIGASOVA Julia1,b and SCHWARZOVA Ivana1,c* 1Technical University of Kosice, Faculty of Civil Engineering, Institute of Environmental Engineering, Vysokoskolska 4, 04200 Kosice, Slovakia anadezda.stevulova@tuke.sk, bjulia.cigasova@tuke.sk, c*ivana.schwarzova@tuke.sk Keywords: biocomposites, hemp hurds, matrix material, natural fibres.
Hinrichsen, Biofibers, biodegradable polymers and biocomposites: an overview, Macromolecular Materials and Engineering, 276 (2000) pp 1-24
Nilssona, Mechanical properties of lime–hemp concrete containing shives and fibres, Biosystems Engineering, 103 (2009) 474-479
Osits, Research on foam gypsum with hemp fibrous reinforcement, Chemical Engineering Transaction, 25 (2011) 159-164
Terpakova, Effect of hemp shive sizes on mechanical properties of lightweight fibrous composites, Procedia Engineering, 42 (2012) 543-547

Kamarudin1 1Centre of Excellence Geopolymer & Green Technology (CEGeoGTech), School of Materials Engineering, Universiti Malaysia Perlis (UniMAP), P.O.
Introduction Calcium carbonate or limestone has been employed in the cement industry and civil engineering for a long time.
Nienow, On Impeller Circulation and Mixing Effectiveness in the Turbulent Flow Regime, Chemical Engineering Science, 52 (1997), pp. 2557-2565
Joshi, Effect of Impeller Design on the Flow Pattern and Mixing in Stirred Tanks, Chemical Engineering Journal, 115 (2006), pp. 173-193
Xuereb, Design of Multiple Impeller Stirred Tanks for the Mixing of Highly Viscous Fluids using CFD, Chemical Engineering Science, 61 (2006), pp. 2913-2920

Related manufacturing technologies of epoxy resin concrete bed have been developed for years at home, but there is a certain distance from engineering application.
Machinery Manufacturing Engineer, 2004, (2): 77~78(in Chinese) [2] Guoming Hu, ZHANG shaoyong et al.
Manufacture Information Engineering of China, 2007, 36(15) : 20~23(in Chinese) [5] Tao QU, YIN Zhihong, YANG Feng.
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2010, (7) : 696～701 [13] Mustafizur RAHMAN, Md.
WMEM, 2008, (2) : 100~102(in Chinese) Biographical note: Xuetao QIAO, male, born in 1971, master, is currently a lecturer in School of Mechanical and Electrical Engineering, Zhongyuan University of Technology, China.

Saiful Amin1,e 1BUET-Japan Institute of Disaster Prevention and Urban Safety, Bangladesh University of Engineering and Technology, Dhaka, Bangladesh 2Department of Civil Engineering, Bangladesh University of Engineering and Technology, Dhaka, Bangladesh ashamonteeaziz@jidpus.buet.ac.bd, bjoyarani@jidpus.buet.ac.bd, clamiyahoque@jidpus.buet.ac.bd, darifuzzamannayeem.ce14.buet@gmail.com, esamin@ce.buet.ac.bd Keywords: Railway embankment, Settlement, Factor of safety Abstract: This study employs 2D finite element modeling using Plaxis to investigate the behavior of the railway embankment constructed on the active Ganges-Bramhaputra floodplain.
This study attempts to investigate the related engineering aspects.
Chapter 1: Roadway and Ballast, Manual for Railway Engineering, USA
International Journal of Pavement Engineering, 15(9), pp. 867-878
Geotechnical and Geological Engineering, pp.1-20.

Study on Risk Assessment Method of Water Bursting Disaster in Railway Tunnel Chengliang Wang1,a, Mingzhou Bai1,b and Xing Kuang1,c 1School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China a10115286@bjtu.edu.cn, bmzhbai@bjtu.edu.cn, cxkuang@bjtu.edu.cn Keywords: fuzzy information analysis, Karst water bursting, geology disaster, risk assessment Abstract: Karst Water Bursting in Railway Tunnel is the main content of tunnel risk evaluation, there are lots of empirical factors in the actual work.
The engineering geologic and hydrogeololgy conditions are extremely complicated.
At the same time, the given membership is shown in Tab.1 referring to engineering geological analogy method and combining index factors of the studying region.
This method has good engineering and academic significance in karst area tunnel water bursting geological disaster risk evaluation.
Study on Geologic Analytical Means on Karst Advanced Forecasting of Tunnel Engineering on Yichang-Wanzhou Railway.

Solaiman Bari2,b and Ashiqun Nobi 3,c 1Department of Textile Engineering, Fareast International University, Banani, Dhaka-1213, Bangladesh. 2Textile Engineering College, Begumgonj, Noakhali-3820, Bangladesh. 3College of Fashion Technology and Management, Uttara, Dhaka-1230, Bangladesh.
It is light weight material with high strength to weight ratio and stiffness properties. [1-3]Composite materials are used in automotive and marine industries, furniture and building materials, civil and military applications, air and space crafts and many more.
Scientists and engineers are having great interest in finding out new sources of raw materials that possess comparable physical and mechanical properties of synthetic fibers.
Valadez-González, A study of the mechanical properties of short natural-fibre reinforced composites, Composites Part B: Engineering 36(2005)597–608
[20] Soccol CR and Vandenberghe LP, Overview of applied solid-state fermentation in Brazil, Biochemical Engineering Journal 3(2-3) (2003) 205-218

Study and Application of Three-step Supporting Design Method in Coal Roadway Renliang Shan1, a, Xiangsong Kong1, b, Jijun Zhou 2, c, Wenfeng Zhao 1, d, Yu Tao 1, e, Zhen Wei 1, f 1School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, China 2Department of Geotechnical Engineering, China Institute of Water Resources and Hydropower Research, Beijing 100048, China asrlcumtb@163.com, bsuihan555@126.com, czhoujijun99@126.com, dzwfcumtb@163.com, etycumtb@163.com, fwzcumtb@163.com Keywords: coal roadway; supporting design; theoretical calculation; numerical simulation; field monitoring.
Recently, most of mine projects just adopt engineering analogy method so that roadway deformation can not be effectively controlled.
Engineering situations The 3# coal seam roadway in Guandi mine is researched.
From the 3 # coal seam roadway engineering situation, H is 3m, φ is 32° , L1 is 0.1m, L3 is 0.6m, then it can be got that the sidewall bolt length L ≥2.3629m.
Lin: Chinese Journal of Rock Mechanics and Engineering.

Real-time Computerized Tomography of clay deformation during triaxial compression Hong Sun1a, Xiu Run Ge1b, Fu Jun Niu2c and Ming Xun Hou1d 1School of Naval Architecture, Ocean and Civil Engineering , Shanghai Jiao Tong University , 800 Dongchuan Road, Shanghai, 200240, P.R.China 2State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences.
An X-ray Computerized Tomography (CT) method, which is one of the nondestructive testing methods used at the mesoscale, has been applied to geotechnical engineering.
Acknowledgments The present research is supported in part by the National Natural Science Foundation of China (Grant No. 50979054) and Open Fund of the State Key Laboratory of Frozen Soil Engineering (No.SKLFSE2001), Cold and Arid Region Environmental and Engineering Research Institute, Chinese Academy of Sciences.
Deng, 2007, “Loss of soil structure for natural sedimentary clays,” Geotechnical Engineering, ICE, Vol.160, No.GE3, pp.153-159 [3] K.
Geotechnical and Geoenvironmental engineering, Vol.29, No.6, pp. 483-494

Journal of Wind Engineering and Industrial Aerodynamics, 90(2002):897-940
Journal of Wind Engineering and Industrial Aerodynamics, 83(1999):263-275
Journal of Wind Engineering and Industrial Aerodynamics, 60(1996):211-225
Journal of Engineering Structures,23(2001):725-735
Journal of structural engineering, ASCE, 127(2001):981-989