Search results

Performance of Rice Husk Ash - Calcium Carbide Waste in Concrete Tuleun Lawrence Zahemen1,a*, Jimoh Alao2,b and Wasiu John3,c 1,2Department of Civil Engineering, University of Ilorin, Ilorin, Nigeria 3Department of Civil Engineering, Afe Babalola University, Ado-Ekiti, Nigeria 1,*tuleun@gmail.com, 2aajimoh4real@yahoo.com, 3johnwasiu@yahoo.co.uk Keywords: Rice husk ash, Calcium carbide waste, setting time, Compressive strength, Flexural strength, pozzolans Abstract: This paper examines and present the findings of the physical and mechanical properties of concrete containing rice husk ash (RHA), and the blend of rice husk ash with calcium carbide waste (RHA-CCW).
Inter., J. of Civil and Structural Eng., Research and Development. 2013; ISSN: 2249-6866: 3(2): 1-8
Websjournal of Science and Engineering Application. 2018; WESEA ISSN, 1974-1400-X: 8(1): 494 – 502
Journal of Materials in Civil Engineering. 2003; 15(5): 470-475
IOP Conf Series: Materials and Science Engineering. 2016; 149.

Li: Earthquake Engineering and Engineering Vibration.
Wang: China Civil Engineering Journal.
Ye: Earthquake Resistant Engineering and Retrofitting.
Mohle: Journal of Structural Engineering.
Kunnath: Advances in Structural Engineering.

Composite foam sandwich tube, which is a sandwich structure, improves stability of the tube and strength for use compared with single-layer composite, and is available in civil engineering as bearing member of light weight, high strength, and corrosion resistance.
Acknowledgements This work was financially supported by State Key Laboratory of Ocean Engineering, Shanghai Jiaotong University (Grant No. 1109) and the beforehand research project of PLA University of science and technology (KYGYZLXY1218).

Basalt fiber are widely used in the field of civil construction.
Hebei Institute of Architectural Engineering, 2008, 26 (3) :72-81

Stability Analysis of Dangerous Rock Masses Zhihong Donga, Yonghuang Dengb and Wu Yic College of Civil Engineering & Architecture, China Three Gorges University, Yichang, China a562776308@qq.com, b727775298@qq.com, cyiwu@ctgu.edu.cn Keywords: dangerous rock masses; stability analysis; planar slide method; analysis of engineering geology; control measures.
Geologically, it mainly belongs to temple Shaxi group sandstone sand shale formation, with soft - half hard engineering geological rock group and hard engineering geological rock group.
Wang, Tunnel Engineering Technical Progress, China Railway Publishing House, Beijing, 2004
Zhang, Engineering Geology Manual, China Architecture and Building Press, Beijing, 2007
[6] GB 50021-2001, Code for Investigation of Geotechnical Engineering, China Architecture and Building Press, Beijing, 2006

Experimental and theoretical study of the performance of reinforced concrete specimen subjected to cyclic loading and aggressive environment Jakub Göringer1, a and Marek Foglar1,b 1Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, Prague 6, Czech Republic ajakub.goringer@fsv.cvut.cz, bmarek.foglar@fsv.cvut.cz Keywords: Concrete, fatigue, aggressive environment, cyclic loading, deterioration, deflections.
Because of the progress in cementitious composites material engineering, modern concrete structures are designed as more slender in comparison to previous years.
Experiments are conducted in the laboratories of Faculty of Civil Engineering, Czech Technical University in Prague.
Han, Plasticity for Structural Engineers, Springer-Verlag , New York, 1988

“Laboratory Testing on Heat Transfer of Blocky Frozen Soils for Backfilling of Tower Foundation along Qinghai-Tibet Electric Transmission Line”, in: Proceedings of the 2nd International Conference on Electric Technology and Civil Engineering (ICETCE 2012), published by IEEE , Three Gorges, Hubei, China (2012)
“The risk evaluation of frost jacking for tower foundations along Qinghai-Tibetan transmission line and anti-heave measures”, in: Proceedings of the 15th International Conference on Cold Regions Engineering, published by Ameirican Society of Civil Engineers (ASCE) , Quebec, Canada (2012)
Power Tcchnology and Engineering, Vol 38(2), 2004, pp. 124-126
Chinese Journal of Geotechnical Engineering, Vol 32, September 2010, pp. 1350-1353.
Liu, Roadbed Engineering in Permafrost Region, (Lanzhou University Press, China 1998).

The pore structure of soil plays a decisive role in its engineering properties.
Sub grade Engineering, 2007, (1): 12~14
Engineering geotechnical [M].
Hyderogeology and Engineering Geology, 2005, 32(4): 21-24
China Civil Engineering Journal, 2006, 39(10): 87-91

Evaluating the Performance of Buoyancy Fiber-Reinforced Floating Concrete with Recycled LECA Ming Kun Yew*,1,a, Jing Han Beh1,b, Ming Chian Yew2,c, Jin Chai Lee3,d, Foo Wei Lee1,e, Siong Kang Lim1,f, Jee Hock Lim1,g, Cengiz Duran Atiş4,h 1Lee Kong Chian Faculty of Engineering and Science, Universiti Tunku Abdul Rahman, Cheras, Kajang 43000, Malaysia. 2Department of Mechanical Engineering, Universiti Teknologi PETRONAS, Malaysia. 3Department of Civil Engineering, UCSI University, Cheras, 56000 Kuala Lumpur, Malaysia. 4Civil Engineering Department, Erciyes University, Kayseri 38280, Türkiye ayewmk@utar.edu.my, bbehjh@utar.edu.my, cyew.mingchian@utp.edu.my, dleejc@ucsiuniversity.edu.my, eleefw@utar.edu.my, fsklim@utar.edu.my, glimjh@utar.edu.my, hcdatis@erciyes.edu.tr Keywords: Composite materials, Floating concrete, Strength properties, Waste material, Polyvinyl alcohol fibre Abstract.
Advances in Materials Science and Engineering,(2018), p. 1-8
European Journal of Environmental and Civil Engineering, 24(14), (2020), p. 2469-2488
Advances in Material Science and Engineering, (2021), p. 265-272
International Journal of Integrated Engineering, 13(4), (2021), p. 304-312

To provide scientific and technical support for rural residential "seismic safety engineering", thus forming the new wooden structure node and reinforcement for clause.
Journal Of Structural Engineering: 2001, 901-913 [3] Gupta, Ajaya and G.
Journal of Structural Engineering 113(2): 260-278
[4]Liu,E.M,Chen,W.F.(1986)Analysis and behavior of flexibly-jointed frames[J].Engineer Structures,2004(8):107-118
Journal of structural Engineering, 1987, 113(6): 1357-1370 [6] Benjamin Lavon, In Rehab We Trust, Civil Engineering, September 1994, pp.73-74 [7] Poul Beckmann, Structural Aspects of Building Conservation, McGraw-Hill International, Maidenhead, Berkshire, England,1995, Chap,5 [8] Eric C.Freund and Gary L,Olsen, Renovatial Commercial Structures: A Primer, The Construction Specifier, July 1985, pp.36-47 [9] John E.Meeks, Re: Termite Damage Practice Periodical on Structural Design and Construction, vol.2.no.4, November 1997, pp.164-167