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Properties of Mortar with Waste Tyre Rubber as Partial Sand Replacement Chong Beng Wei1,a, Rokiah Othman1,b, Tan Wei Sheng1,c, Ramadhansyah Putra Jaya2,3,d*, Mohd Mustafa Al Bakri Abdullah3,e 1Faculty of Civil Engineering Technology, Universiti Malaysia Pahang, Lebuhraya Tun Razak, 26300 Gambang, Kuantan, Pahang, Malaysia 2Department of Civil Engineering, College of Engineering, Universiti Malaysia Pahang, Lebuhraya Tun Razak, 26300 Gambang, Kuantan, Pahang, Malaysia 3Center of Excellence Geopolymer and Green Technology.
Engineering, Rubber Modified Concrete- A Green Approach For Sustainable Infrastructural Development, Int.

Procedia Engineering, 20, (2011) 61-70.
Journal of Civil Engineering and Management, 22(1), (2016) 1-16.
Bulletin of Engineering Geology and the Environment, 72(4), (2013) 425-432
International Journal of Civil Engineering and Technology, 9(11), (2018) 1822-1832

Sayre, Sand transport studies with radioactive tracers, Journal of Hydraulics Division, American Society of Civil Engineers. 90, Number HY3 (1964) 39-68
Rickenmann, Measuring the Statistics of Bed-Load Transport Using Indirect Sensors, Journal of Hydraulic Engineering. 137 (2011) 116-121
Journal of hydraulic engineering. 142 (2016c) 1–11
Manning, On the flow of water in open channels and pipes Transactions, Institution of Civil Engineers of Ireland. 20 (1891) 161-207

Parameters Analysis of Train Running Performance on High-Speed Bridge during Earthquake Yusen Lin a, Li hua Xinb and Min Xiang c School of Civil Engineering Shi Jia Zhuang Tie Dao University, Shi Jia zhuang, China alysxlh@sina.com, bxlh314@126.com, cxmin@126.com Keywords: Vehicle-Bridge System; Earthquake; Dynamic Response; Running Safety Abstaract: A model of coupled vehicle-bridge system excited by earthquake and irregular track is established for studying train running performance on high-speed bridge during earthquake, by the methods of bridge structure dynamics and vehicle dynamics.
Dynamic Analysis of Cable—stayed Bridge Subjected to Running Trains and Earthquakes．Journal of Engineering Mechanics (In Chinese), 2006(1): 93-98
Journal of Earthquake Engineering and Engineering Vibration (In Chinese). 2005(6): 183-188
Journal of World Earthquake Engineering (In Chinese), 2006(3): 148-155.

Taking Fangcun District of Guangzhou As an Example to Discuss The New Joint Repair Technology of Water Distribution Network Dan Gao1, Zhihong Wang 1, Gang Ren 2, Zhihong Long 2, Yuli Chen 1 1School of Civil and Transportation Engineering, Guangdong University of Technology 2Guangzhou Water Supply Company, Guangzhou, China Gaodan020202@163.com Keywords: Water distribution network; New type tubular product; Repair technology Abstract.
Exploration Engineering (Geotechnical Drill And Digging Engineering), 2005, supplement: 173 177(in Chinese)
Exploration Engineering (Geotechnical Drill And Digging Engineering), 2009, supplement: 342-345(in Chinese)

Prefabricated Box Girder Crack’s Reason Analysis and Preventative Measures Panwu Li a, Zhenxing Xue b Institute of Civil Engineering, Chang’an University, 161 Chang’an Middle Road, Xi’an, Shanxi, 710061, China alpw85392779@126.com, b409777259@qq.com Key word: Prestressed concrete box girder, Crack, Reasons, Preventative measures Abstract: With its good spanning capacity and whole structural stress performance, the prestressed concrete box girder is widely used in modern large-span bridge structures.
At present, cracks become prominent problems which block box girder development, and this is also the common focus which the academic field and engineering field concern.
In engineering practice, in order to accelerating the construction progress, the construction units usually start to dismantle formwork earlier not with enough intension of the concrete, resulting in box girder flange cracks or bottom pressure rupture.
Judgment and Processing of Engineering Cracks in Concrete Structures (China Architecture & Building Press, Beijing 2010.6), in Chinese
Engineering Structure Monitoring and Reinforcement (Science Press, Beijing 2005.7), in Chinese

A Nonlinear Numerical Analysis of Vertical Bearing Behavior of Bored Pile Foundations Including Defective Piles with Stem Shrinkage Wang Chenghuaa, An Jianguob School of civil engineering, Tianjin University, China aChwang@tju.edu.cn, bAnjg_cn@yahoo.com Keywords: Numerical analysis; Pile foundation; Bearing behavior; Defective pile; Stem shrinkage Abstract.
Introduction Though stem shrinkage is a common type of defectiveness encountered in construction of bored pile foundation engineering [1], its affects on the vertical bearing behavior of piles remain unclearly known.
The axial forces distribution among piles and their variation along pile stem for all pile foundations are of very importance in engineering design.
Pile behavior—consequences of geological and construction imperfections[J], Journal of Geotechnical and Geoenvironmental Engineering, 2005,131(5):538–563 [3] S.
Numerical methods in geotechnical engineering[M].

Mahdi Amiripour3,c 1,2,3School of Civil Engineering, Iran University of Science and Technology, Tehran 16765, Iran aa_ranjbari@civileng.iust.ac.ir, bshariat@iust.ac.ir, camiripour@iust.ac.ir Keywords: Public transportation, network design problem, Elastic demand.
Karlaftis, Transit route network design problem: Review, Journal of Transportation Engineering, Vol. 135, No. 8 (2009), p. 491-505. 3.
Imam, Optimal design of public bus service with demand equilibrium, Journal of Transportation Engineering, Vol. 124, No. 5 (1998), p. 431-436. 5.
Vuchic, Transit network design with variable demand, Journal of Transportation Engineering, Vol. 131, No. 1 (2005), p. 1-10. 7.
Machemehl, Optimal transit route network design problem with variable transit demand: Genetic algorithm approach, Journal of Transportation Engineering, Vol. 132, No. 1 (2006), p. 40-51. 8.

Dielectrophoresis response and manipulation of silica and its application to micro/nano-sensors Bi-hao Lana, Lu Zhang a, Hui-ying Chena,1 , Ling-yu Tana, Hua Lia, Li-li Fengb, Xiao-ye Hongc, a College of Life and Environmental Science, Min zu University of China, Beijing, 100081 b Key Laboratory of Urban Stormwater System and Water Environment, Beijing University of Civil Engineering and Architecture, Beijing, 100044, c School  of  Information  Engineering, Minzu University of China, Beijing, 100081 Corresponding author Key words：Dielectrophoresis, Manipulation, Silica, Gas sensor Abstract In this paper, silica microspheres and several novel μm scale DEP (dielectrophoresis) micro electrode array chips were prepared.
Zhang, Synthesis of Uniform Porous Silica Microspheres with Hydrophilic Polymer as Stabilizing Agent, Industrial & Engineering Chemistry Research, 49 (2009) 602-608
Lu, ENFET glucose biosensor produced with mesoporous silica microspheres, Materials Science and Engineering: C, 27 (2007) 736-740
Holtham, Application of dielectrophoresis for the separation of minerals, Minerals Engineering, 23 (2010) 350-358

Foam Glass Development Using Glass Cullet and Fly Ash or Rice Husk Ash as the Raw Materials Parinya Chakartnarodom1, a, and Pitcharat Ineure2 1Department of Materials Engineering, Faculty of Engineering, Kasetsart University, Chatuchak, Bangkok, Thailand, 10900 2Glass Bridge Co.
Acknowledgements The authors would like to thank Faculty of Engineering, Kasetsart University for partially funded this research, and Department of Materials Engineering, Kasetsart University, and Glass Bridge Co.
Compressive Strength and Durability Properties of Rice Husk Ash Concrete, KSCE Journal of Civil Engineering 16 (2012) 93-102 [6] R.