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Archives of Civil Engineering, ISSN: 1230-2945, LX, 2, 2013, Pages 229–246, DOI: 10.2478/ace-2013-0012 [6] Tollazzi, T., Rencelj, M., Turnsek, S., 2011.
Journal of transportation engineering - ASCE, v. 130, n. 5, p. 602-609.
Journal of Transportation Engineering – ASCE, 136(4), pp. 316–322.
Journal of transportation engineering ASCE, november 2012.
Archives of Civil Engineering, ISSN: 1230-2945, LIX, 1, 2013, pp.3-19, DOI: 10.2478/ace-2013-0001

Jamaluddin1,e and Mohamad Rohaidzat Bin Mohamed Rashid3,f 1School of Civil Engineering, Universiti Sains Malaysia, Nibong Tebal, 14300, Malaysia 2Department of Civil Engineering, University of Bristol, Queen’s Building, University Walk, Bristol BS8 1TR, United Kingdom 3Civil Engineering Faculty, Uitm Kampus Pasir Gudang, 81750, Malaysia aceizwan@usm.my,bceazlin@usm.my cmb15569@bristol.ac.uk, dfarahaqilah60@gmail.com, esyafiqahjamaluddin@student.usm.my, fmrohaidzat@uitm.edu.my *corresponding author Keywords: fly ash, sago waste, silica fume, geopolymer concrete, brick Abstract: The excessive use of ordinary portland cement in construction always being the issue on the environment.
Journal of Materials in Civil Engineering, 28(1), 04015062. https://doi.org/10.1061/(asce)mt.1943-5533.0001291 [4] ASTM, (2020).
Proceedings of the Institution of Civil Engineers - Construction Materials, 166(4), 195-203. https://doi.org/10.1680/coma.12.00030 [12] Ishak, S., Lee, H.
Engineering properties of geopolymer concrete.
Journal of The Institution of Engineers (India): Series A, 97(3), 255-260. https://doi.org/10.1007/s40030-016-0165-z [30] Sunarti, T.

Some urgent challenges the engineers now face are to assess the ultimate performance of existing civil infrastructures and to design better civil infrastructures which can provide more robust and safe performance under hazardous conditions.
Winget: Journal of Bridge Engineering, ASCE, Vol.10 (2005) No.1, p.96
Bajpai: Engineering Structures, Vol.27 (2005) No.11, p.1642
Romano: Engineering Structures, Vol.29 (2007) No.9, p.2109
Massalas: Engineering Structures, Vol.28 (2006) No.13, p.1864

Determining the Causes of Delay by Using Factor Analysis in Tehran’s Construction Projects Mahdi Rafieizonooz1,a,*, Mohd Razman Salim 2,b, Elnaz Khankhaje 1,c, Mohd Warid Hussin3,d, Ali Zarebidaki1,e, Salmiati 2,f 1 Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310, Johor, Malaysia 2 Institute of Environmental and Water Resource Management (IPASA), Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310, Johor, Malaysia 3 UTM Construction Research Centre (CRC), Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Skudai, Johor Bahru, Malaysia armahdi3@live.utm.my, bmohdrazman@utm.my, ckelnaz2@live.utm.my, d warid@utm.my, eali.zarebidaki@gmail.com, fsalmiati@utm.my *rmahdi3@live.utm.my Keywords: Delay; Tehran’s Construction projects; Descriptive analysis; Factor Analysis; Abstract.
Moreover, 33% of respondents were project managers and it follows by engineers/designers (31%), site managers (28%) and workers (7%).
Journal of Construction Engineering and Management (ASCE), 2008. 13(4): p. 831-841
Procedia Engineering, 2011. 14(0): p. 874-881
Journal of Construction Engineering and Management, 2005. 131: p. 1054–1064.

An Overview on Tapping the Potential of Treated Wastewater for Concrete Curing to Ensure Sustainability Zeenat Khan1,a*, Majid Ali2,b 1Department of Biotechnology, Capital University of Science & Technology, Islamabad, Pakistan 2Department of Civil Engineering, Capital University of Science & Technology, Islamabad, Pakistan azeenatkhan2611@gmail.com, bmajid.ali@cust.edu.pk Keywords: Concrete, Curing, Water Scarcity, Wastewater Treatment.
Civil engineering offers alternatives like polyethylene and self-curing concrete, but they are costly.

Introduction Engineering design is the soul of the construction, which decides the image of the engineering.
However, full life-cycle engineering design is required to use relevant theories and methods to integrate the engineering design goals, processes, expertise, professional engineering subsystems and all other elements.
Thus, compared to the traditional engineering standards design, the full life-cycle engineering design for designers belongs to the category of Engineering Innovation.
Engineering and Engineering Management, Vol.21(2007),No.1,p.98-101.
Civil Engineering Journal, Vol.41(2008), No.12,p.97-102.

Spatial Soil Pressure Test and Calculation Analysis of Sheet-pile Wall DENG Zong-wei 1, 2, a, LIU Xi-ling 1,b LENG Wu-ming 3,c 1 School of Resources and Safety Engineering of Central South University, Changsha 410083, China; 2 School of Civil Engineering and Architecture, Hunan City University, Yiyang 413000, China; 3 School of Civil Engineering, Central South University, Changsha 410075, China; ateapotd@163.com, blxlenglish@163.com, clwm123456@188.com Keywords: sheet-pile wall; soil pressure; field test; numerical analysis; Amended calculation method Abstract.
Journal geotechnical engineering 1995,121(9):629-35
Chinese Journal of Geotechnical Engineering, 2005, 27(9):1050-1054.
Journal of geotechnical and geoenvironmental engineering 2005(2):202-212
New retaining structure design and engineering example [M].

Application of Modal Analysis in Local Damage Diagnosis of Steel Beam Zhiguo Gong1, 2, a, Rundong Gao1, 2, b and Peng Zhao1, 2, c 1Shanghai Key Laboratory of New Technology Research on Engineering Structure, Shanghai 200032, China 2Shanghai Research Institute of Building Sciences, Shanghai 200032, China agone77@hotmail.com, bgrdong_1@163.com, cpengzhao2008@hotmail.com Keywords: steel beam; displacement modal; strain modal; damage; test Abstract.
The research achievements can offer some references for the diagnosis of local damage of engineering structures by the strain modal analysis method.
In the recent ten years, with the development of computer technology, FFT analysis meter, high-speed data acquisition system, vibration transducer and exciter, the experimental modal analysis has been used in many fields such as machinery, electric power, civil engineering, hydraulic engineering, aerospace, and many kinds of modal analysis hardware and software have come out[1-3].
Acknowledgements Supports for this work were provided by the fund from Ministry of Housing and Urban-Rural Development of the People’s Republic of China (No. 2010-K2-2) and the fund from Shanghai Key Laboratory of New Technology Research on Engineering Structure (No.

Simulating Effect of Anchor Cable Pre-tension to Supporting Structure Tao Wang1, a, Renwang Liang1,b 1 Department of Civil Engineering, Taiyuan University of Technology 79, Yingzexi Street, Taiyuan, 030024, China awangtao-cumt@163.com, b414025507@qq.com Keywords: Anchor Cable, Pre-tension, Pre-stress, Lizheng, FLAC3D Abstract.
This thesis chooses deep foundation pit engineering, adopt Mohr-Coulomb ideal soil body by finite difference software FLAC3D, and select different anchor pre-tension values to simulate.
Taking local conditions of geological engineering topographic into consideration, this foundation ditch's three-dimensional size is 143.025m×1.5m×48.7m.
Journal of Geotechnical Engineering, 1993, 119(5), 912-929

Abstract.The stability of tailing dams has recently become a hot issue on the engineering, and geo-synthetics curing processing applications are widely used.
Introduction Due to the different geology across the country, including hydrology, climate and other natural conditions, will inevitably encounter the problem of soft soil, slope instability, water damage, surface damage in the construction of engineering.
It has widely used in various fields of civil engineering, including highway projects.
[6]WANG Feng-jiang, WANG Laigui.Hazards of tail reservior and its engineering control[J].The Chinese Journal of Geological Hazard and Control. 2003,14(3):76-80.