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Cresol red dye removal using recycled waste tire rubber AMEER Badr Khudhair1,2,a*, MUTAH Musa3, MOHAMAD Salman Mohd Jaafar 2 and TONY Hadibarata 1,2 1Institute of Environmental and Water Research Management, Universiti Teknologi Malaysia, 81310 Skudai, Johor, Malaysia. 2 Department of Environmental Engineering, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Skudai, Johor, Malaysia. 3National Center for Genetic Resources and Biotechnology, Moor Planatation, Apata – Ibadan, Oyo state, Nigeria aameer_badr@yahoo.com * Corresponding author Keywords: Cresol red dye; low cost adsorbent; waste tire rubber; Langmuir isotherm.
Gaikwad, Removal of dyes from dye effluent by using sugarcane bagasse ash as an adsorbent, International Journal of Chemical Engineering and Applications. 2(3) (2011) 202-206
Stensel, Wastewater engineering: treatment and reuse, Metcalf and Eddy Inc.
Shammas, (Eds.), Handbook of Environmental Engineering: Physicochemical Treatment Processes, The Humana Press Inc., New Jersey, 2005, pp. 573-630

Seismic Fragility Analysis for Typical Multi-Span Simply Supported Railway Box Girder Bridges WU Yun-dan1, a, YAO Xiao2, b, ZHOU Shi-jun1, 3, c* 1School of Civil Engineering, Chongqing University, Chongqing 400045, P.
Seismic fragility of bridge structures, particularly highway concrete girder bridges, has being paid attention to the earthquake engineering communities and researchers in China today.
Damage States In this study, the damage state definitions follow the qualitative descriptions as recommended by HAZUS [9], and when determining the damage states of critical bridge members, subjective judgment and engineering experiences should be incorporated.
DesRoches, Effect of using PGA versus Sa on the uncertainty in probabilistic seismic demand models of highway bridges, 8th National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, San Francisco, 2006

Proceedings of the 20th National Conference on Structural Engineering.
Beijing: Engineering Mechanics (2011).
Journal of Civil,Architectural & Environmental Engineering, Vol. 31(2009), p.81-85.
Engineering Mechanics, Vol. 27 (2010), p. 210-215.
Journal of Shenzhen University Science and Engineering, Vol. 27 (2010), p. 280-285.

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].