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Numerical analysis of triplet shear test on brickwork masonry Junzhe Wang1, a, Andrew Heath1,b and Pete Walker1,c 1BRE Centre for Innovative Construction Materials, Department of Architecture & Civil Engineering, University of Bath, BA2 7AY, UK a J.Wang@bath.ac.uk, b A.Heath@bath.ac.uk, c P.Walker@bath.ac.uk Keywords: Brickwork masonry, Shear strength, Finite element method, Micro model.
Warnke: Constitutive model for the triaxial behavior of concrete, in International Association for Bridge and Structural Engineering, ISMIES', Vol. 19, Bergamo, Italy (1975), p. 174
Walker: `Rigid block distinct-element modeling of dry-stone retaining walls in plane strain', Journal of Geotechnical and Geoenvironmental Engineering Vol. 131 (2005), p. 381-389.

The Inhibitory Effect of Polypropylene Fibers towards the Shrinkage of Cement Based Material Hua Yuan1, a, Yunhua Li1, b 1School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475004, China ayuanhuazzl@163.com, balpha0948@126.com Keywords: Polypropylene Fiber, Shrinkage, Cement Based Material, Inhibitory Mechanism.
Introduction Most cracks in engineering structures are due to deformation effect.
Paralleling the most common factors engineering crack is caused by the shrinkage.

Mohamed Nur Shafiq Mohamed Hanif1,a*,Saiful Azhar Ahmad Tajudin2,b, Aeslina Abdul Kadir3, Aziman Madun4,Mohamad Azim Mohammad Azmi5 and Nurul Syakeera Nordin6 1,2,3,4,5,6Faculty of Civil and Environmental Engineering, University Tun Hussein Onn Malaysia, Malaysia amohamednurshafiqmohamedhanif@gmail.com*, bsaifulaz@uthm.edu.my Keywords: Stabilisation/Solidification, Lead, Cockle Shell Powders Toxicity Characteristics Leaching Procedure, Contaminated Soil.
Yong,: Geoenvironmental Engineering: Contaminated Soil, Pollutant Fate, and Mitigation: CRC Press (2000) [9] Xi, X.
Department of Buliding Engineering, Tongji University, Shanghai,China (2014)

Leachability of Self-Compacting Concrete (SCC) Incorporated With Fly Ash and Bottom Ash by Using Static Leaching Procedure (SLT) Aeslina Abdul Kadir1, a, Mohd Ikhmal Haqeem Hassan2, b, Syed Khairul Hafizi Bin Syed Mohamad3, c 1, 2, 3Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia (UTHM), 86400 Parit Raja, Batu Pahat Johor, Malaysia Corresponding email: aaeslina@uthm.edu.my, bmohd.ikhmal.haqeem@gmail.com, csyedkhairul91@gmail.com Keywords: self compaction concrete; fly ash; bottom ash; waste products; leachability; heavy metals.
“Engineering Characteristic of Tanjung Bin Col Ash”.
International Journal of Sustainable Construction Engineering & Technology.

Design and Build of Teaching and Experimental Marine Cold Store Changwei HE 1,a, Meng ZHANG, Xiaoping JIA and Yuan LIU 1Department of Marine Engineering Qingdao Ocean Shipping Mariners College 84, Jiangxi Road, Qingdao, 266071, China ahechw2011@163.com Keywords: Teaching and Experimental System;Marine Cold Store;Design Abstract.
According to the essential requirements of STCW78/95 convention, the seagoing engineers should not only can operate the refrigerator, but also have the ability of judging and obviating malfunctions or potential malfunctions.
The cold store rooms are civil structure.
Practical design and calculation module for refrigeration engineering.

RESONANT MOTION OF LIQUID CONFINED BETWEEN FLOATING STRUCTURES Nasma Noor N.V1,a , A.P Shashikala1,b Department of Civil Engineering, NIT Calicut, Kerala, India.
[4] Wang, C.Z. and Wu, G.X., Analysis Of Second-Order Resonance In Wave Interactions With Floating Bodies Through A Finite-Element Method, Ocean Engineering, 35, (2008), pp. 717– 726, [5] Sun, L., Eatock Taylor, R. and Taylor P.
[6] Ming-Chung Fang and Gung-Rong Chen., The Relative Motion and Wave Elevation Between Two Floating Structures in Waves, The International Society of Offshore and Polar Engineers , ISBN 1-880653-51-6, (2001), pp. 361-368

Design of high speed railway tunnel and its construction method in abrupt slope with loose rockmass Zhou Xiaojun1,a, Jiang BO2,a, Yang Rui1,b and Ning Chao1,c 1Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu, 610031, China 2The 1st Design Institute of Civil Engineering and Architecture, China Railway ErYuan Engineering Group Co.

Design of Municipal Tunnel for Public Utilities to Cross Urban River with Open Cut Method Zhou Xiaojun1,a 1Key Lab of Transportation Tunnel Engineering of Education Ministry, Southwest Jiaotong University, Chengdu, 610031, China aZhouxjyu69@163.com Keywords: municipal tunnel, subaqueous tunnel, frame structure, open cut method, foundation pit Abstract.
Introduction Municipal tunnel is a civil infrastructure generally used to lay and install such public utilities as power cables, telecommunication cables, water pipes, sewer pipes, gas pipes and thermal pipes etc.
Chinese Journal of Underground Space and Engineering, 2011, 7(1): p0112-p0120
Technical Code for Urban Municipal Tunnel Engineering (GB50838-2012) (in Chinese).

Kinetic Analysis for COD Removal in Actual Coking Wastewater through an Micro-aerobic EGSB Reactor Dong ChunJuan1,a , Pan QingYe2, b 1 Department of Environmental Engineering Taiyuan University,Taiyuan, 030009, China 2 Municipal Branch Office of Construction Supervision Co.Taiyuan University of Technology Taiyuan, 030024, China achunjuand@126.com, bgdsz7777@126.com Keywords: EGSB reactor; Coking wastewater; Kinetic; Removal rate; Inhibition degree Abstract.
In Civil Engineering for Practicing and Design Engineers,Vol.2(1982), pp.107-124.

JZ20-2MUQ offshore platform numerical simulation and vibration control measures under ice loads.Harbin University of Civil Engineering, Bohai Corporation of China National Offshore Oil Corporation,1997
[4] Ou Jinping, Wang Gang, Duan Zhongdong, Model of offshore platform structures under ice force[J].The Ocean Engineering,2002,20(1):7-14
Controlled rocking of steel-framed buildings with replaceble energy dissipating fuses[C/CD]//The 14th World Conference on Earthquake Engineering.