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References [1] Kai Wang;China Civil Engineering Journal.Vol.15(1982) ,p.65 [2] Linsheng Wang:Chinese Journal of Theoretical and Applied Mechanics.
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Ammonia Nitrogen Removal from Domestic Wastewater via Nitrification Process Using Aerated Rock Filter Rafidah Hamdan1, a *, Izzati Izwanni Ibrahim 2, b and Siti Zahirah Haron3, c 1, 3Department of Water and Environmental Engineering, Faculty of Civil and Environmental Engineering, University Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor 2Department of Civil Engineering Technology, Faculty of Engineering Technology, University Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor arafidahh@uthm.edu.my, bizzatiibraka@gmail.com, ceahirah@gmail.com Keywords: Ammonia nitrogen removal, aerated rock filter, domestic wastewater, nitrification process.
Nitrogen Removal in Vertical-Flow Filters Filled with Lightweight Aggregate Made of Fly Ashes and Gravel. , Journal of Environmental Engineering, pp.1266–1272
Water Resources and Environment Engineering, WEF Pres
The University of Leeds, School of Civil Engineering.

Review On Relationships of Temperature History, Fatigue Damage and Microstructure Evolution Mechanism of Concrete Dongfu Zhao1, a, Mei Liu2,b , Shiji Zhang3,c 1Beijing university of civil engineering and architecture, Beijing, China 2Beijing university of civil engineering and architecture, Beijing, China 3Beijing university of civil engineering and architecture, Beijing, China azhaodongfu@bucea.edu.cn, Bliumei0311@126.com, c645638017@qq.com Keywords: concrete, temperature progress, fatigue damage, microstructure Abstract: The domestic and overseas research progresses of microstructure of the concrete and fatigue damage after treated by high temperature are reviewed.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (51378045), and Open Research Fund Program of Beijing Engineering Research Center of Monitoring for Construction Safety (Beijing University of Civil Engineering and Architecture).
[6] Bo Wu,Jie Yuan,Chengshan Yang.Analysis of the Microstructure of HSC after High Temperature [J],Journal of Harbin University of Civil Engineering and Architecture,1999,32 (3),p8-12.In Chinese
[10] Dongfu Zhao,Zuokai You, Dongdong Liu, Overview of experimental study and theoretical analysis of concrete beams after high temperature, Trends in Civil Engineering ,Advanced Materials Research 2012.3, p2591-2594
[34]Dongfu Zhao,Zuokai You,Dongdong Liu,Experimental investigation on temperature distribution of reinforced concrete beam, Progress in Structures, Architecture and Building Materials, 2nd International Conference on Civil Engineering, 2012,p1379-1382 [35] Ucarkosar B,Yuzer N.

Application of Risk Significance Index Score to Construction Projects in Malaysia Boon Hoe Goh1,a, Byung Gyoo Kang 2,b, Chung Lian Liew 3,c, Wee Kang Choong 4,d and Tuck Wai Yeong 1Department of Civil Engineering, University of Nottingham Malaysia Campus, Jalan Broga, 43500 Semenyih, Selangor, Malaysia 2Department of Civil Engineering, University of Nottingham Malaysia Campus, Jalan Broga, 43500 Semenyih, Selangor, Malaysia 3Department of Civil Engineering, University of Nottingham Malaysia Campus, Jalan Broga, 43500 Semenyih, Selangor, Malaysia 4Department of Civil Engineering, University of Nottingham Malaysia Campus, Jalan Broga, 43500 Semenyih, Selangor, Malaysia 5Department of Civil Engineering, University of Nottingham Malaysia Campus, Jalan Broga, 43500 Semenyih, Selangor, Malaysia aBoon-Hoe.Goh@nottingham.edu.my, bByung-Gyoo.Kang@nottingham.edu.my, ckeey9lcl@nottingham.edu.my, dChoong.Weekang@nottingham.edu.my, eTuck-Wai.Yeong@nottingham.edu.my Keywords: risk, score,
The first interviews were conducted with the project manager and senior project engineer to validate the project risk list.
Christian: Risk Assessment in Construction Scheduling, Journal of Construction Engineering and Management Vol.125-1 (1999), p.8-15
Ng: Risk Assessment for Construction Joint Ventures in China, Journal of Construction Engineering and Management, Vol. 127-1 (2001), pp.76–81
Shen: Risks in Chinese Construction Market – Contractors’ Perspective, Journal of Construction Engineering and Management Vol.130-6 (2004) pp.853-861

Ductile Behaviour of Fiber Reinforced Self Compacting Concrete Beam with Alternative Detailing Priyanka Kaliraj1,a*, Shahul Hameed Masthan Ali2,b, Dhanalakshmi Ayyanar3,c Kumar Rajendrakani4,d and Velci Shridevi Paulraj5,e 1Assistant Professor, Department of Civil Engineering, P.S.R Engineering College, Sivakasi, Tamil Nadu, India 2Professor, Department of Civil Engineering, P.S.R Engineering College, Sivakasi, Tamil Nadu, India 3Research Scholar Department of Civil Engineering, P.S.R Engineering College, Sivakasi, Tamil Nadu, India 4Research Scholar, Department of Civil Engineering, P.S.R Engineering College, Sivakasi, Tamil Nadu, India 5Research Scholar, Department of Civil Engineering, P.S.R Engineering College, Sivakasi, Tamil Nadu, India a*priyanka38cvl@gmail.com, bdean_research@psr.edu.in, c dhanalakshmicvl@psr.edu.in, dvelcishridevi@psr.edu.in, ekumarvijaya1704@gmail.com Keywords: Ductile Detailing, Quartz flour, SCC, Steel Fiber.

J. of Civil Eng. and Tech., 8 (2017) 316-322.
Francisco, Steel slags, in: Wodhead Publishng Serie in Civil and Struc.
[20] British Standard 1377, Methods of tests for soils for Civil Engineering Purposes, British Standard Institute, London, UK, 2022
[21] British Standard 1924, Hydraulically bound and stabilized materials for Civil Engineering Purposes, British Standard Institute, London, UK, 2018
Series: Materials Science and Engineering, 652 (2019) 012044.

Tensile Tests On High Strength Steel Q345 Notched Plates With The Moderate Thickness Wan-zhen Wang 1, 2,a ,Lan-ying Jiang 1,b ,Ren-quan Sun 2, 3,c , Xin-tang Wang 1,d 1 Faculty of Architectural, Civil Engineering and Environment, Ningbo University, Ningbo315211, P.
China 2 School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730055, P.
China 3 School of Civil Engineering, Shanxi Railway Institute, Weinan 714000, P.
Engineering Fracture Mechanics, 72(4): 505-522
Engineering Mechanics, 26(5): 27-31.

Guo1 aFaculty of Civil and Transportation Engineering, Guangdong Univ. of Tech., Guangzhou 510006, China bSchool of Civil Engineering and Transportation, South China Univ. of Tech., Guangzhou 510640, China ajhxie@gdut.edu.cn, bpyhuang@scut.edu.cn, cfliu@gdut.edu.cn Keywords: Fiber reinforced polymer (FRP), Debonding, Interfacial crack, Fatigue, Pre-stress, Strengthening Abstract.
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Zhang: China Civil Engineering Journal Vol. 42 No.8 (2009), p. 42 [8] Z.C.
Li: China Civil Engineering Journal Vol. 42 No.9 (2009), p. 54 [9] J.H.
Yang: Engineering Mechanics Vol. 24 No.11 (2007), p. 132

The Indirect Tensile Strength of Palm Oil Fuel Ash (POFA) Modified Asphaltic Concrete Abdulmalik Musa Maleka a, Ibrahim Abubakar Alkali2, b and Ramadhansyah Putra Jaya3, c 1,3 Faculty of Civil Engineering, Universiti Teknologi Malaysia, JohorBahru, Malaysia. 2Faculty of Built Environment, Universiti Teknologi Malaysia, JohorBahru, Malaysia.
International Journal of Civil & Environmental Engineering IJCEE-IJENS (2011) Vol: 11 No: 05 [3] S.
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 pISSN: 2321-7308(2013)
Journal of Materials in Civil Engineering, 17: 553-559. (2005)
Zainorabidin: The practical use of palm oil fuel ash as a filler in asphalt pavement.Faculty of Civil Engineering, U.T.H.M, BatuPahat, Johor Bahru. (2012)

A mountain highway slope stability analysis Lingjun Zhong 1, a, Jie liu 2,b , Dongdong Yang 3,c, Li Feng 4,d, Hanghang Wang 5,e 1 Civil Engineering and Architecture Institute, China Three Gorges University,Yichang,hubei, China 2 China Three Gorges University, Yichang,hubei, China 3 Civil Engineering and Architecture Institute, China Three Gorges University,Yichang,hubei, China 4 Civil Engineering and Architecture Institute, China Three Gorges University,Yichang,hubei, China 5 Civil Engineering and Architecture Institute, China Three Gorges University,Yichang,hubei, China azhonglingjun90@gmail.com, bliujiea@126.com, c849403517@qq.com, d599258562@qq.com, e627976590@qq.com Keywords: slope stability; safety factor ; plastic zone Abstract.
Literature [7] discussed the methods of slope stability analysis and present situation development of comprehensive protective system and the existing question, and put forward the future development trend of roadbed side slope engineering.
Calculating the equivalent nodal loads.We will study the discretization of the engineering geological area , assuming the force is passed from one unit to another unit through the nodes .
Drain: According to the scene situation and the hydrology geology and the engineering geology condition, we should locate the catch drain on the side slope, reducing surface water permeating.