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Effects of Wax Additive on the Rheological Properties of Asphalt Binder Lillian Gungat1,a, Meor Othman Hamzah2,b * and Goh Shu Wei3,c 1,2 School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia, 14300 Nibong Tebal, Seberang Perai Selatan, Penang, Malaysia 3Universal Pave Sdn.
In Geo-Frontiers 2011@ sAdvances in Geotechnical Engineering, (2011) 4614-4623 [7] E.
[15] Babak Golchin, Effects of Redisect Additive on The Engineering Properties of Warm Asphalt Binders and Mixtures.

Field Testing of Water Source Heat Pump Systems in Chongqing of China BAI Xuelian1, a, LIU Ningyi2, b, CHENG Kehui3, c, LIU Yicheng4, d 1Faculty of Urban Construction and Environmental Engineering, Chonqing University, Chongqing, 400045, P.R.China 2China Overseas Property Limited Company of Nanchang, Nanchang, 330033, P.R.China 3Faculty of Urban Construction and Environmental Engineering, Chonqing University, Chongqing, 400045, P.R.China 4Faculty of Urban Construction and Environmental Engineering, Chonqing University, Chongqing, 400045, P.R.China axuelianbai@cqu.edu.cn, bazamature@163.com, cckhui98@126.com, dlycinter@163.com Keywords: water source heat pump; field testing; water pump; energy efficiency; part load Abstract.
Journal of Civil, Architectural & Environmental Engineering, 2010, 32(6): 86-91

Effect of CO2 Curing on the Strength of High Strength Pervious Concrete Ming-Gin Lee1,a, Yung-Chih Wang2,b, Wan-Xuan Xiao2,c, Ming-Ju Lee3,d and Tuzyuan Huang1,e 1Department of Construction Engineering, Chaoyang University of Technology, Taichung 413, Taiwan 2Department of Civil Engineering, National Central University, Chungli, Taoyuan 320, Taiwan 3Department of Nursing and Management, Jen-Teh Junior College of Medicine, Miaoli 356, Taiwan amglee@cyut.edu.tw, bwangyc@ncu.edu.tw, cloreaaall@gmail.com, dmingju6099@yahoo.com.tw, es0989262796@gmail.com Keywords: High Strength Pervious Concrete, CO2 Curing, Elastic Modulus, Compressive strength.
Advances in Materials Science and Engineering Vol. 2015, Article ID 580638, 12 pages (2015)
[10] Jiang Jhy Chang, Weichung Yeih, Ran Huang & Jack Maochieh Chi,  Mechanical properties of carbonated concrete, Journal of the Chinese Institute of Engineers, 26 (4): 513-522, 2003.

Dirty-Face Game Analysis on Mixed Traffic Flow at Unsignalized Intersection Lu Wanga, Nenggang Xieb , Rui Mengc School of Mechanical Engineering, Anhui University of Technology, Maanshan 243002,China awanglu@ahut.edu.cn, bxieng@ahut.edu.cn, cmengrui@ahut.edu.cn Keywords: Dirty-Face Game; Common Knowledge; Traffic Behavior Of Crossing Abstract.
At the same time, analyze mixed traffic flow interference and their relationship by using dirty face game model and obtain common knowledge driving factors and the corresponding value in the engineering practice, which provides a reliable theoretical basis for planning, management and design of the unsignalized intersection.
Investigating Drivers’ Behavior at Non-Signalised Pedestrian Crossings.Baltic Journal of Road and Bridge Engineering, 2007, 3(2): 111-118
China civil engineering journal. 2009, 42(1): 114-118.

Selected Properties of Clay-Ash Composite Containing Bottom Ash from Combustion of Wood - Coconut Shells Biomass Malgorzata ULEWICZ1a, Anna ZAWADA2 1Faculty of Civil Engineering, Czestochowa University of Technology, Dabrowskiego 69, 42-201; Czestochowa, Poland 2Faculty of Production Engineering and Materials Technology, Czestochowa University of Technology, Dabrowskiego 69, Czestochowa, Poland amalgorzata.ulewicz@pcz.pl Keywords: bottom ash, biomass, ceramic materials, compression strength Abstract.
Series: Materials Science and Engineering 127, 012-024
[15] Angjusheva B, Fidancevska E and Jovanov V 2012, Production of ceramics from coal fly ash, Chemical Industry & Chemical Engineering Quarterly 18, 245-254

Nishikawa, Life Time and Maintenance of Highway Bridges, Journal of Japan Society of Civil Engineers, No. 501, (1994), pp.1-4 (in Japanese)
Matsui, Mechanism of Creation of Compressive Residual Stress by Shot Peening and Its Effect on Fatigue Strength : Analysis of Residual Stress Produced By a Single Shot, Transactions of the Japan Society of Mechanical Engineers, Part A, Vol. 66, No. 650, (2000), pp.1847-1854 (in Japanese)
Nakao, Wavelength Characteristics of Laser Light Attenuation in Water, Transactions of the Institute of Electronics and Communication Engineers of Japan.
Okada, Smart, Laser Micro-welding of Difficult to weld Materials for Electronic Industry, Laser-based Micro- and Nano-Processing IX, Lasers and Application in Science and Engineering, Photonics West Conference 2015 (Proc. of SPIE Vol. 9351), (2015), pp. ”935102-1”-”935102-9”

Rock Overstressing in Deep Tunnel Excavation of Pahang-Selangor Raw Water Transfer Project Romziah Azit1,a*, Mohd Ashraf Mohamad Ismail1,b , Sharifah Farah Fariza Syed Zainal1,c and Norzani Mahmood2 1School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Pulau Pinang, Malaysia 2Pahang-Selangor Raw Water Transfer Team, Ministry of Energy, Green Technology and Water, Putrajaya, Malaysia aromziah71@gmail.com, bceashraf@usm.my, cfarah_pyn87@yahoo.com Keywords: High overburden, in-situ stress, overstressing, tangential stress, tunnel behavior Abstract.
Liu, Procedia Engineering First International Symposium on Mine Safety Science and Engineering Distribution laws of in-situ stress in deep underground coal mines, pp. 1–9, 2011

Delgado1,d 1LFC − Laboratory of Building Physics, Civil Engineering Department - Faculdade de Engenharia da Universidade do Porto, Rua Dr.
Thesis, Faculty of Engineering of the University of Porto, Portugal, 2005.
Thesis, Faculty of Engineering of the University of Porto, Portugal, 2006.
Engineering Failure Analysis 2014;44:36–45

Chryssanthopoulos University of Surrey, School of Engineering, Guildford, Surrey, GU2 7XH, UK Keywords: suspension footbridge, FRP composites, finite elements, damage Abstract: Simulations of damage scenarios were carried out using a finite element model of a newly constructed FRP composite footbridge, the Wilcott footbridge.
Harvey: Structural Engineering International Vol. 4/93 (1993), p. 229 [3] R.L.
Waldron: Canadian Journal of Civil Engineering Vol. 28 (2001), p.769 [4] O.S.
Salawu: Engineering Structures Vol. 19 (1997), p.718 [5] P.

Dynamic Plastoelastic Time-History Analysis on A Super High-Rise Building Structure of Anhui Yuan Huang1, a , Xingyu Song1 , Fengbo Xu2 1College of Civil Engineering ,Hunan University,Changsha, 410082, China; 2.RBS Architectural Engineering Design Associates ,Shenzhen, 518040,China ahuangyuan2004@yahoo.com.cn.
Conduct computational analysis to the three seismic acceleration time-history curves serving as the seismic waves, two of which are natural waves, respectively being TH2TG055 and TH4TG040 and the other is the artificial wave USER5063, provided by Earthquake Engineering Research Institute in Anhui Province.
Aseismic Engineering [M].