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The Influence of Coal Bottom Ash as Filler in Asphalt Mixture Nicole Liew Siaw Ing1,a,*, Ng Cui Ming1,b, Muzamir Hasan1,c, Ramadhansyah Putra Jaya1,d, Ekarizan Shaffie2,e, Nordiana Mashros3,f and Abdullahi Ali Mohamed4,g 1Department of Civil Engineering, College of Engineering, Universiti Malaysia Pahang, 26300 Gambang, Kuantan, Malaysia 2Institute for Infrastructure Engineering and Sustainable Management (IIESM)/Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia 3Faculty of Engineering, School of Civil Engineering, Universiti Teknologi Malaysia, 81310 Skudai, Johor Bahru, Malaysia 4Department of Civil Engineering, Faculty of Science and Engineering, University of Nottingham Malaysia, 43500 Selangor, Malaysia a,*nicole95liew@gmail.com, bngcuiming@gmail.com, cmuzamir@ump.edu.my, dramadhansyah@ump.edu.my, eeka@uitm.edu.my, fmnordiana@utm.my, fAbdullahi.Ali@nottingham.edu.my Keywords: Coal Bottom Ash, Marshall Stability, Asphalt Mixture
International Journal of Mechanical Engineering and Technology, 10(2), 273–287
The International Journal of Engineering and Science (IJES), 7(3), 64–72
Bitumen and Its Modifier for Use in Pavement Engineering.
Advances in Civil Engineering, 2020. https://doi.org/10.1155/2020/8871094

Cosenza, Experimental and analytical evaluation of bond properties of GFRP bars, Journal of Materials in Civil Engineering, 13(4), pp. 282-290, 2001
Chen, Effect of Different Environments on Bond Strength of Glass Fiber-Reinforced Polymer and Steel Reinforcing Bars, KSCE Journal of Civil Engineering, 16(6), pp. 994-1002, 2012
Kaszubska, Bond Behavior of GRFP Bars to Concrete in Beam Test, Procedia Engineering, 193, pp. 401-408, 2017
Pecce, Bond Performances of FRP Rebars-Reinforced Concrete, Journal of Materials in Civil Engineering, 19, pp. 205-213, 2007
Stepanek, Effect of Surface Treatment and Test Configuration on Bond Behaviour of GFRP Rebars, 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering (CICE 2018), Paris, 2018.

Siswosukarto2d 1Graduate Student, Dept. of Civil Eng. and Environment, Gadjah Mada University, Indonesia 2Assistant Professor, Dept. of Civil Eng. and Environment, Gadjah Mada University, Indonesia aoka7166@yahoo.com, bahdreac@tsipil.ugm.ac.id, cali@tsipil.ugm.ac.id, dsuprapto@tsipil.ugm.ac.id Keywords: bamboo, European yield theory, yield model, joint strength Abstract.
He also thanks the staff of the Structure Engineering lab., Timber Engineering Lab., and Staff of Dept.
Civil Engineering Graduate Program, Gadjah Mada University, for assistance.
Awaludin, The basics planning of wood joints, Publisher Office, Dept. of Civil Eng. and Environment, Gadjah Mada University, 2005
Johansen, K.W., Theory of Timber Connection, International Association Of Bridge and Structural Engineering, (1949) Vol 9:pp.249-262 [7].

Application of Comprehensive Geological Exploration for Engineering Site Option Yong Sun1, a 1 Institute of Water Conservancy and Civil Engineering, Shandong Agricultural University, Taian 271018, China; asunyong@sdau.edu.cn Keywords: high density electrical method; ground penetrating radar; engineering site option Abstract: In the process of engineering prospective design and constructing, it is necessary to avoid the adverse impact of geological phenomena, such as fault, karst and landslide.
The study results of engineering site option have a positive role in guiding the work.
The results can make up the defects of one way and improve the accuracy of interpretation in Engineering Site Option.
Application of high density electrical method for Engineering Geological Exploration (in Chinese)[J].
Engineering Investigation, 2001, (4): 52-56

Meyerhof holds that the average friction of drilled pile in sand is 1.0~2.5 ( the SPT counts <60)[3]；Civil Engineering and Development Department of HK(CEDD for short) suggests that the average friction of drilled pile in sand is 1.0~1.5[4].
[4] Geotechnical Engineering Office (GEO).
Pile Design and Construction (GEO Publication 1/96) [S].Civil Engineering Department.
[5] Geotechnical Engineering Manual Compiling Committee.
Geotechnical engineering manual[M].

Experimental Investigation on Bending Performance of Steel-Concrete Composite Slim Beams Yuchen Jiang1,a, Xiamin Hu2,b and Huaidong Yan2,c 1College of Civil Engineering, Taihu University of Wuxi, Wuxi 214064, China 2College of Civil Engineering, Nanjing Tech University, Nanjing 211816, China asuperjyc@hotmail.com, bhuxm_njtech@163.com, c574274138@qq.com Keywords: composite slim beam; experimental investigation; bending stiffness; flexural capacity Abstract.
Journal of Structural Engineering, 2000, 126(7): 830-837
Procedia Engineering, 2012, 40: 274-279
Proceedings of the Institution of Civil Engineers-Structures and Buildings, 2017, 171(1): 29-37
Engineering Structures, 2018, 163: 137-152

Battistelle, 5, g Tulio Hallak Panzera 1 Faculty of Engineering and Architecture, FUMEC University, Belo Horizonte, 30130-009, Brazil. 2 Department of Structural Engineering, São Carlos Engineering School, University of São Paulo (EESC/USP), São Carlos, 13566-590, Brazil. 3 Department of Civil Engineering, Federal University of São Carlos, São Carlos, 13565-905, Brazil. 4 Department of Civil Engineering, State University of São Paulo “Júlio de Mesquita Filho”, Bauru, 17033-360, Brazil. 5 Department of Mechanical Engineering, Federal University of São João del-Rei, 36307-352, Brazil.
J Mater Civil Eng.

An Investigation of Procedures of Change Orders’ Control in Roadway Construction Projects Towhid Pourrostam1, a, Amiruddin Ismail2, b Amir Soleymanzadeh3, c and Majid Ghouyounchizad4,d 1Department of Civil Engineering, Shoushtar Branch, Islamic Azad University, Shoushtar, Iran 2Sustainable Urban Transport Research Centre (SUTRA)/, Department of Civil and Structural Engineering, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia 3,4Islamic Azad University, Shoushtar Branch, Shoushtar, Iran atowhid@eng.ukm.my, babim@eng.ukm.my, camirsoleymanzadeh@gmail.com, dmajidghouyounchizad@yahoo.com Keywords: Control, Change orders, Causes and effects, Roadway, Construction projects Abstract.
Acknowledgments The authors would like to thank the Faculty of Engineering and Built Environment, Universiti Kebangssan Malaysia for providing facilities to the research and thanks Ministry of Roads and Urban Development of Iran for the valuable information they provided for this research.
Mobarak: Causes of Delay in Building Construction Projects in Egypt, Journal of Construction Engineering and Management, Vol. 134 (2008), pp.831-841 [2] C.
Lee: Delay and Cost Overruns in Vietnam Large Construction Projects a Comparison with other Selected Countries: Journal of Civil Engineering, Vol. 12 (2008), pp. 367-377 [5] R.

Estimation Theory on Initial Prestress of Cables in Mega Steel Frame and Cable Bracing Structure Baijian Tang 1, a, Fei Wang 2, b, * and Sheng Gu 3, c 1 Civil Engineering Department, Jiangsu University of Science and Technology, Zhenjiang, China 2 Civil Engineering Department, Jiangsu University of Science and Technology, Zhenjiang, China 3 Civil Engineering Department, Jiangsu University of Science and Technology, Zhenjiang, China a tangbaijian@163.com, b orthotropy@gmail.com, c lefm@qq.com *Corresponding author.
Lam: Engineering Structures, Vol. 25 (2003), p. 1685
Zhang: Engineering Structures, Vol. 32 (2010), p. 306
Zhu: Engineering Mechanics, Vol. 28 (2011), p. 143.

The aim of the conference is to bring together the expertise of scientists and engineers in academia and industry in the field of nondestructive testing and evaluation.
These include twenty organized sessions in materials characterization, signal & image processing, ultrasonics, magnetic method, optical method, industrial applications, NDE in agriculture, microsensor/MEMS/nano, fatigue & fracture, radiography & neutron radiography, acoustic and vibration, civil infrastructure, personal qualification & standards, reliability, composite materials and structures, health monitoring, bio & medical NDE, smart materials and structures, nuclear industry, and welding.
........................... . 686 Section 6-1: NDE in Electronic Industry ...... ....................................................... ........................ 808 Part 2 Section 6-2: Industrial Application ... ........................................................................................... 901 Section 7: NDE in Agriculture ..... .................................................................................... ........... 1008 Section 8: Microsensor/MEMS/Nano ......................... ................................................................ 1071 Section 9: Fatigue & Fracture ............................. .................. .. ..... ................................... ........... 1153 Section 10: Radiography & Neutron Radiography ..................................... ............................. 1285 Section 11: Acoustic & Vibration ............................................................................................... 1406 Section 12: Civil