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Soboyejo1, 4* 1 Department of Material Science and Engineering, African University of Science and Technology, Abuja-Nigeria; 2 Department of Material Science and Engineering, University of Ghana, Legon-Ghana; 3 Sheda Science and Technology Complex (SHESTCO), Abuja-Nigeria; 4Department of Mechanical and Aerospace Engineering, Princeton University, 1 Olden Street, Princeton, NJ, 08544, USA.
However, these require more detailed analyses of flow data that are probably well beyond the capabilities of most ceramic water filter factory engineers.
‘Development o f a ceramic water filter for Nepal’, Masters of Engineering Thesis.
(Massachusetts Institute of Technology (MIT), Department of Civil and Environmental Engineering, Cambridge, MA
‘Physical Properties of Porous Clay Ceramic-Ware’, Journal of Engineering Materials and Technology, Vol. 133, 0.31004-1-0310004-9

Effects of Waste Glass Powder on Properties of Self-Compacting Repair Mortars Benyahia Amar*1,a, Salhi Mohamed2,b and Boubekeur Toufik3,c 1Civil Engineering Department, University Saad Dahlab of Blida, Algeria 2Civil Engineering, University Ahmad Zabana of Relizane, Algeria 3Civil Engineering Department, University of Ahmad Benyahia El Wancharissi, Tissemsilt, Algeria *aEmail:a.benyahia@univ-chlef.dz, bEmail:salhi8@yahoo.fr, cEmail: t_boubekeur@yahoo.fr Keywords: Waste glass powder, Self-compacting repair mortar, Water absorption, Support, Adhesion.
[9] Benyahia, A, Bond behavior of self-compacting mortar containing construction and demolition waste under elevated temperatures, Asian Journal of Civil Engineering, 22,3(2021) 405-415
B, Physical and mechanical performance of concrete made with waste rubber aggregate, glass powder and silica sand powder, Journal of Building Engineering, 21(2019) 302-311
[18] Rahma, A., El Naber, N., & Issa Ismail, S, Effect of glass powder on the compression strength and the workability of concrete, Cogent Engineering, 4, 1(2017) 1373415
[37] Sikora, P., Horszczaruk, E., Skoczylas, K., & Rucinska, T, Thermal properties of cement mortars containing waste glass aggregate and nanosilica,Procedia engineering, 196 (2017) 159-166

Basic Requirements to Cope With the Sulfate Attack in Shotcrete For the ESA in shotcrete, the ground water is natural and the engineers always have no ability to change it.
When we want to use shotcrete linings in sulphate attack environment, the engineers have to design proper shotcrete.
Oyama: Engineering Geology Vol.55 (1999), p.45 [12] M.
Oyama: Engineering Geology Vol.55 (1999), p.3 [13] E.
Jung: Journal of Civil Engineering Vol.13 (2009), p.49

Investigation of seismic Isolated Technology in Steel Structure Residence Fenghua Zhao, Jun Yang Department of Civil Engineering, Changzhou Institute of Technology, Changzhou, 213002, China zhaofh@czu.cn Keywords: Steel Structure, Custom, Vibration Seismic isolated technology, Dynamic Analysis, Ductility, Life-cycle Cost Abstract.
Currently, the application of seismic isolated technology has already tended to be mature in areas of highway and bridge engineering and steel concrete engineering in China.
That we must pay attention Reference [1] Xinyang Lin，Fulin Zhou，The Basic Principle of Energy Dissipation and Application[J], World Earthquake Engineering, 2002, (9): 48-51
[4] Aiqun Li, Wenrang Cheng, Seismic Isolation and Control Research of Engineering Structures [J], The Progress of Modern Earthquake Engineering, 57-70
[5] Ping Tan, Fulin Zhou, Isolator Technology Research and Engineering Applications [J], Construction Technology, 2008, (10): 5-8

Extreme statistics theory has been widely used in finance, hydrology, engineering and other fields.
At present, extreme value distribution has been widely used in insurance, network communication, engineering and other fields.
[10] GB 50199-2013 Unified standard for reliability design of hydraulic engineering structures [S]
Probabilistic Engineering Mechanics, 2008, 23(4): 482−488 [13] Zhou Guoqiang, Wang Xueqing, Liu Rui.
Distribution Regularity of Flexural Impact Resistance of Synthetic Macro-fiber Reinforced Concrete[J]．Journal of Architecture and Civil Engineering, 2007, 24(4): 54-59

Eid3c 1Professor in Housing and Building National Research Center HBRC, Cairo, Egypt 2Professor of Properties and Strength of Materials, Faculty of Engineering, Cairo University, Cairo, Egypt. 3M.Sc., Student in Advanced Materials and Nano- Materials, Faculty of Engineering, Cairo University, Cairo, Egypt.
Mix Design Concrete samples were prepared, mixed, casted, cured and tested in the Material Laboratory in the Faculty of Engineering, Cairo University.
International Journal of Advanced Structures and Geotechnical Engineering.
“Experimental Studies on Concrete with bentonite as Mineral Admixture” GRD Journals- Global Research and Development Journal for Engineering | Volume 1 | Issue 2 | January 2016 ISSN: Applied
Achyutha Kumar Reddy(2017), “Effect on strength properties of concrete by partial replacement of cement with calcium bentonite and fly ash”, International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 4, April 2017, pp. 450–455 Article ID: IJCIET_08_04_052

Composites materials have wide applications in many fields such as civil, military, industrial, automobiles, space craft, packing, biomedical application, aerospace and, rail sectors because composites exhibit excellent thermo-mechanical properties [6-10].
Natural fiber reinforced composite materials are considered as one of the new class of engineering materials.
Fractography Analysis of Naturally Woven Coconut Sheath Reinforced Polyester Composite: A Novel Reinforcement, Polymer-Plastics Technology and Engineering, Vol. 51, pp. 419-424
Effect of Silane Coupling Agent on the Flexural Property of Glass Fiber Reinforced Composite Film, Journal of Materials Science and Chemical Engineering, Vol. 2, pp.38-42
Characterization of In-Plane Mechanical Properties of Laminated Hybrid Composites, Journal of Minerals & Materials Characterization & Engineering, Vol. 9, No.2, pp.105-114

Introduction In recent decades the civil engineering community has been facing a growing need for strengthening and retrofitting existing reinforced concrete (RC) and masonry structures due to several reasons (e.g. improper design or construction, change of the design loads, damage caused by environmental factors or seismic events).
[7] OMBRES, L., “Debonding analysis of reinforced concrete beams strengthened with fibre reinforced cementitious mortar”, Engineering Fracture Mechanics, Vol. 81, 2012, pp. 94-109
[12] D'AMBRISI, A., FEO, L., FOCACCI, F., “Experimental analysis on bond between PBO-FRCM strengthening materials and concrete”, Composite Part B: Engineering, Vol. 44, No. 1, 2013, pp. 524-532
[15] D’ANTINO, T., CARLONI, C., SNEED, L.H., PELLEGRINO, C., “Matrix-fiber bond behavior in PBO FRCM composites: a fracture mechanics approach”, Engineering Fracture Mechanics, Vol. 117, 2014, pp. 94-111
[16] SUBRAMANIAM, K.V., CARLONI, C., NOBILE, L., “Width effect in the interface fracture during debonding of FRP sheets from concrete”, Engineering Fracture Mechanics, Vol. 74, 2007, pp. 578-594

Procedia Engineering. 2013, 65, 284-289.
Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series. 2015, 15(1), 11-20.
Procedia Engineering. 2013, 65, 107-112.
[22] NAVRATIL, J., Structural analysis of bridges, legitimate conservatism and obsolete theories, (2004), Concrete Engineering International, 8 (1), pp. 17-19
The Baltic Journal of Road and Bridge Engineering. 2013, 8(3), 190-195.

At the same time, risks that engineers may meet during construction phrases may be far higher than that in service phases.
And Sutong bridge (cable-stayed bridge with a central span length of 1088m) is selected herein as the specific engineering example.
Journal of Structural Engineering, 1992; 118(4): 1106-1120
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China Civil Engineering Journal, 2013, 46(5):31-38.