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Dawood2,c* 1University of Baghdad, College of Engineering, Department of Civil Engineering, Iraq 2University of Misan, College of Engineering, Department of Civil Engineering, Iraq amosa.almosawe@gmail.com, bdr.abdulmuttalib.I.said@coeng.uobaghdad.edu.iq, c*abbasoda03@uomisan.edu.iq Keywords: Bedding Factor, Buried Pipes, Granular Bedding, Compaction, Plain Concrete.
Journal of Transportation Engineering, 136(9), pp.793–799. (2010). https://doi.org/10.1061/(ASCE)TE.1943-5436.0000135 [3] A.O.
Proceedings of the New Developments in Structural Engineering and Construction. (2013). doi: 10.3850/978-981-07-5354-2 I-7-270 [4] Y.
Proceedings of the 2nd World Congress on Civil, Structural, and Environmental Engineering. (2017).
Army Corps of Engineers, USACE, Settlement Analysis: Stress Distribution in Soil, EM 1110-1-1904. (1990)

Particular Strength Criteria for Microstructural Analysis of Masonry David Cajamarca-Zuniga1,2,a*, Oleg Kabantsev1,b 1National Research Moscow State University of Civil Engineering, 26, Yaroslavskoye Shosse, Moscow, 129337, Russian Federation 2Catholic University of Cuenca, Av.
The Head Regional Shared Research Facilities of the Moscow State University of Civil Engineering funded the use of the laboratory for the experimental tests in Russia.
Moscow State University of Civil Engineering, Moscow, 2016
Laskov, Strength and deformability of monolithic large-panel and masonry walls (in Russian), Penza State Academy of Architecture and Civil Engineering, 2002
Tumanov, Strength of reinforced masonry walls under the combined action of vertical and horizontal forces (in Russian), Penza State Academy of Architecture and Civil Engineering, 2000

Roadbed Treatment Research in Expansive Soil Area FENG ZHen1, a, LI Cong-Jie2,b , GAO Xue-Li3,c 1College of Civil Engineering, Hebei University, Baoding, 071002, China 2College of Civil Engineering, Hebei University, Baoding, 071002, China 3College of Civil Engineering, Hebei University, Baoding, 071002, China aRobertvon@163.com, bLicj@163.coml, cGaoxl@163.com Keywords: expansive soil; roadbed; swell shrink mechanism; treatment Abstract.
Engineering Characteristic and Swell Shrink Mechanism 1).
Engineering Characteristic.
Similarly, it cannot meet the engineering need.
Journal of Railway Science and Engineering, Vol 2, pp.62-67, 2005(1)

Akter Hosen1,c 1Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia amoshiur72@siswa.um.edu.my, bzamin@um.edu.my cakter@siswa.um.edu.my Keyword: Minimization, strengthening, genetic algorithm, fiber reinforced polymer Abstract: An optimization procedural method for designing fiber reinforced polymer (FRP) plate for strengthening reinforced concrete beam is presented.
Introduction: FRP has recently been used extensively in civil engineering[1].
In design, construction and maintenance of any engineering system, engineers have to take many technological and managerial decisions at several stages.
Journal of Civil Engineering and Management, 2007. 13(4): p. 317-323
Engineering Structures, 2002. 24(7): p. 889-900.

Characteristics of Settlement and Assessment Methods of Engineered Structures under Certain High-speed Railway Tracks in China Shiguo Xiao1, a, Qingrong Yan2, b and Wen Chen3, c 1 Department of Geological Engineering, Southwest Jiaotong University, Chengdu 610031, China; 2 Department of Geotechnical Engineering, Southwest Jiaotong University, Chengdu 610031, China; 3 Department of Geotechnical Engineering, Southwest Jiaotong University, Chengdu 610031, China; a xiaoshiguo126@126.com, b yanqr89@163.com, c 496760484@qq.com Keywords: High-speed railway line; engineered structures under railway tracks; settlement; deformation assessment analysis.
The purpose is also to provide references for the assessment of settlement deformation of engineered structures under high-speed railway tracks in general.
General Information about the Project Overall Status of the Engineered Structures under the Railway Track.
China Civil Engineering Journal, 2001, 34(6): 55–59
Chinese Journal of Underground Space and Engineering, 2009, 5(1): 74–78

EFFECT OF PVA FIBER IN INCREASING MECHANICAL STRENGTH ON PASTE CONTAINING GLASS POWDER JANUARTI Jaya Ekaputri1,2,a*, HENRY Limantono1, b, TRIWULAN1,c, TRI Eddy Susanto Susanto3,d and MOHD Mustafa Al Bakri Abdullah2,e 1Civil Engineering Department, Faculty of Civil Engineering and Planning, Institut Teknologi Sepuluh Nopember (ITS), Surabaya, Indonesia 2Center of Excellence Geopolymer and Green Technology (CEGeoTech), School of Materials Engineering, University Malaysia Perlis (UniMAP), P.O.
Desai, "Effect of Glass on Strength of Concrete Subjected to Sulphate Attack," International Journal of Civil Engineering Research and Development (IJCERD), vol. 1, pp. 1-13, 2011
Joshi, "Engineered Cementitious Composites for Structural Applications," International Journal of Application for Innovation in Engineering & Management (IJAIEM), vol. 2, no. 4, pp. 198-205, 2013
Desai, "EVALUATION OF ENGINEERING PROPERTIES FOR POLYPROPYLENE FIBRE REINFORCED CONCRETE," International Journal of Advanced Engineering Technology, vol.
Saoji, "Experimental Investigation of Waste Glass Powder as The Partial Replacement of Cement in Concrete Production," IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), pp. 55-60, 2014.

A Method to Predict the Punching Shear Strength of Flat Slabs with Shear Reinforcement Using a Strut-and-Tie Model LYCKA Lukas1, a *, STEPANEK Petr1, b 1Brno University of Technology, Faculty of Civil Engineering, Institute of Concrete and Masonry Structures, Veveri 331/95, 602 00 Brno, Czech republic alycka.l@fce.vutbr.cz, bstepanek.p@fce.vutbr.cz Keywords: punching shear, flat slab, strut-and-tie Abstract.
Acknowledgements The presented results were obtained with the financial support of the Faculty of Civil Engineering at Brno University of Technology as a part of the internal grant project FAST-J-16-3386 "Punching slab structures".
Desai, Design of shear reinforcement against punching, The Structural Engineering. 70 (1992) 159-164
Chana, A prefabricated shear reinforcement system for flat slabs, Proceedings of the Institution of Civil Engineers. 99 (1993) 345-358
Samadian, Shear Reinforcement against punching in reinforced concrete flat slabs, The Structural Engineer. (2001) 24-31

The Influence of Water Content on the Parameters of Geogrid-soil Interface Hongjun LIU 1, a, Ying GUO 2, b, Wei SHAN 3, c*, Pixiang WANG 3, d 1 College of Civil Engineering, Wuyi University, Jiangmen 529020, China 2 Engineering Survey and Design Institute, Northeast Forestry University, Harbin 150040, China 3 College of Civil Engineering, Northeast Forestry University, Harbin 150040, China aliuhongjun_0821@163.com,bsamesongs@163.com,cshanwei456@163.com, dwangpixiang@163.com Key words: geogrid, water content, interface element parameters, weathered sandstone, silty clay Abstract.
Research Interests: Disaster Prevention and Mitigation of Road Engineering.
Chinese Journal of Geotechnical Engineering, 2006, 28(8):948-952.
China Civil Engineering journal, 2005, 30(11):84-88.
Chinese Journal of Rock Mechanics and Engineering,2005,24(14):2428-2433.

Effect of Bentonite & Polypropylene Fibres on Fresh and Hardened Properties of Geopolymer Concrete with Slag and Alkali Solution Sameer Ali1,a*, Rana Muhammad Waqas2,b 1Department of Civil Engineering, University of Engineering and Technology, Taxila, Punjab Pakistan 2Department of Civil Engineering, University of Engineering and Technology, Taxila, Punjab Pakistan a21-CE-202@students.uettaxila.edu.pk, brana.waqas@uettaxila.edu.pk Keywords: Geopolymer, fly ash, mechanical properties, bentonite, polypropylene fiber.
Casting of Specimens A total of 12 concrete cylinders were cast at the University of Engineering and Technology, Taxila, as illustrated in Figure 4.
Engineering Structures, 100, 238-248. doi: https://doi.org/10.1016/j.engstruct.2015.06.011 [4] Mali, P.
Engineering Structures, 244,112777. doi: https://doi.org/10.1016/j.engstruct.2021.112777 [6] Meshram, R.B., Kumar, S.
Publishing Series in Civil and Structural Ray, S., Haque, M., Ahmed, T., & Nahin, T.

Evaluating the Behaviour Factor of Concentric X-Braced Steel Structures Djamal Yahmi1,a*, Taïeb Branci1,b, Abdelhamid Bouchaïr2,c and Eric Fournely2,d 1Department of Civil Engineering, University Hassiba Benbouali, 02000 Chlef, Algeria 2University Clermont Auvergne, Institute Pascal, BP 10448, F-63000 Clermont-Ferrand, France ayahmi_djamel@hotmail.fr, bbrancit@yahoo.fr, cabdelhamid.bouchair@univ.bpclermont.fr, deric.fournely@bpclermont.fr Keywords: Steel structures, Pushover analysis, Behaviour factor, Overstrength, Ductility, Code.
[2] UBC (Uniform Building Code), Vol.2: Structural engineering design provisions.
Choi, Response modification factors of chevron-braced frames, Engineering Structures. 27 (2005), pp. 285-300
Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, California, USA, 1991
[18] FEMA 356, Prestandard and Commentary for the Seismic Rehabilitation of Buildings, American Society of Civil Engineers for the Federal Emergency Management Agency, Washington, 2000.