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Stress Redistributions Due to Creep Behavior and Seismic Response of Model Geosynthetic Reinforced Soil Retaining Structures Sao-Jeng Chao1,a, Howard Hwang2,b and An Cheng1,c 1Department of Civil Engineering, National Ilan University, Ilan, Taiwan 2Graduate Institute of Architecture and Sustainable Planning, National Ilan University, Ilan, Taiwan aemail:chao@niu.edu.tw, bemail:hmhwang@niu.edu.tw, cemail:ancheng@niu.edu.tw Keywords: GRSRS, Creep behavior, Seismic response, FEM, PLAXIS Abstract.
Tatsuoka, Geosynthetics Engineering, Combining Two Engineering Disciplines with Particular Reference to Geosynthetic Reinforced Soil Retaining Walls, Special Lecture, Keynote Lectures and Invited Reports, Proc.
Holtz, Geosynthetics for Soil Reinforcements, Proceedings of International Workshop on Frontier Technologies for Infrastructures Engineering, Taipei, Taiwan, (2008) 123-143
Chou, Mechanical and Creep Behaviors of Geosynthetic Reinforced Soil Retaining Structures Using FEM Program Plaxis, Master Thesis, Department of Civil Engineering, National Ilan University, Taiwan, (2009)
Liu, Seismic Response of Geosynthetic Reinforced Soil Retaining Structures Using FEM Program PLAXIS, Master Thesis, Department of Civil Engineering, National Ilan University, Taiwan, (2010).

Ghugal3,c 1PhD Scholar, Structural Engineering Department, Veermata Jijabai Technological Institute, Matunga, Mumbai, India 2Professor, Structural Engineering Department, Veermata Jijabai Technological Institute, Matunga, Mumbai, India 3Professor, Applied Mechanics Department, Govt.
College of Engineering, Karad, India apkdeshpande_p17@st.vjti.ac.in, bkksangle@@st.vjti.ac.in, cymghugal@gmail.com Keywords: SBR latex, steel fibre, high strength concrete, strengths, micromechanics.
Kardon: Polymer-Modified Concrete: Review, Journal of Materials in Civil Engineering Vol. 9 (1997), pp. 85–92
[8] Issa Mohsen A., Alhassan Mohammad A. and Shabila Hameed: High-Performance Plain and Fibrous Latex-Modified and Microsilica Concrete Overlays, Journal of Materials in Civil Engineering Vol. 20 (2008), pp. 742–753
Dahake: Toughness of Polymer Modified Steel Fiber Reinforced Concrete, Open Journal of Civil Engineering Vol. 6 (2016), pp. 8–18

Assessment of Drowsy Driving Associated Characteristics Using Deep Learning Marwan Naeem1,a*, Emran Alotaibi1,b, Yousef Elbaz1,c, Muamer Abuzwidah2,d and Samer Barakat3,e 1Research Assistant, Department of Civil and Environmental Engineering, College of Engineering, University of Sharjah, Sharjah 27272, United Arab Emirates 2Assistant Professor, Department of Civil and Environmental Engineering, College of Engineering, University of Sharjah, Sharjah 27272, United Arab Emirates 3Professor, Department of Civil and Environmental Engineering, College of Engineering, University of Sharjah, Sharjah 27272, United Arab Emirates aU19104083@sharjah.ac.ae, bealotaibi@sharjah.ac.ae, cU19104445@sharjah.ac.ae, dmabuzwidah@sharjah.ac.ae, esbarakat@sharjah.ac.ae Keywords: Fatigued driving; Highway safety; Road accidents; Deep learning; Artificial neural networks Abstract.

The production of calcium carbonate using this technique on loose dune sand is expected to enhance the mechanical characterstics and make it suitable for civil engineering application.
Baghini, Fundamentals of soil stabilization, International Journal of Geo-Engineering 2017 8:1. 8 (2017) 1–16.
Nam, Effect of Plant-Induced Calcite Precipitation on the Strength of Sand, Journal of Materials in Civil Engineering. 26 (2014) 06014017. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001029
[Barton, ACT]: Engineers Australia. (2014) 1158–1165.
Zhang, Factors Affecting Improvement of Engineering Properties of MICP-Treated Soil Catalyzed by Bacteria and Urease, Journal of Materials in Civil Engineering. 26 (2014) 04014094. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001013.

Red Clay Subgrade Settlement Calculation Methods in Ballastless Track Design on High-speed Railway Xiao YANG 1,2, Guo-lin YANG 1 1 School of Civil Engineering , Central South University, Changsha, 410075, China 2 Department of Civil Engineering, Monash University, Melbourne, Australia Keywords: High-speed Railway, Red Clay Subgrade, Settlement Calculation Method, Settlement Correction Factor Abstract.
At present, in most cases of subgrade engineering in china, the calculation of subgrade settlement often employs layerwise summation method, standard recommended method and so on.
Subgrade Engineering, 2008, 3:47-50
[5] Yang Guanghua, Wang Penghua.Undisturbed-soil secant modulus method for calculation of nonlinear settlement of soil foundations[J].China Civil Engineering Journal, 2007, 40 (5): 49-52

Characterization of Cellulosic Fibres Properties for their Using in Composites HOSPODAROVA Viola1, a *, SINGOVSZKA Eva1, b and STEVULOVA Nadezda1, c 1Technical University of Kosice, Faculty of Civil Engineering, Institute of Environmental Engineering, Vysokoskolska 4, 04200 Kosice, Slovakia aviola.hospodarova@tuke.sk, beva.singovszka@tuke.sk, cnadezda.stevulova@tuke.sk Keywords: fibre characterization, infrared spectroscopy, SEM, lignocellulosic raw materials.
Student Conference of Civil Engineering and Architecture, Košice, 2012, 1-6
IIUM Engineering Journal 12 (2011) 63-76
Geffert, 2014 Possibility of using wood pulp in the preparation of cement composites, Selected Scientific Papers – Journal of Civil Engineering 9 (2014) 51-58.

Experimental and Numerical Studies on the Joint of Special-shaped Concrete-filled Rectangular Composite Tubular Column with H-shaped Beam Jixiong Liu1,2,a, Shaobin Dai1,2,b,Yao Peng1,c ,Jun Huang1,2,d 1School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China 2Design & Research Institute, Wuhan University of Technoloegy, Wuhan 430070, China aljxabccba@163.com, bdsb123@whut.edu.cn, cpengyao@whut.edu.cn, dhj@whut.edu.cn Keywords: Earthquake resistance behavior, Experimental research, Nonlinear finite element analysis, Ultimate bearing capacity.
China Civil Engineering Journal. 2009, 42(6): 14-21
Journal of Harbin University of Civil Engineering and Architecture. 2000, 32(2): 24-48
The Structural Engineer. 1969, 47(5):187-195
The Structural Engineer. 1989, 67: 345-353

Replacement of Fine Aggregates in Fine-Grained Concrete by Waste Material from Cetris Boards Production Kateřina Matýsková1,a*, Vlastimil Bílek1,b, Lukáš Procházka1,c, Radka Hédlová1,d and Marie Horňáková2, e 1Department of Building Materials and Diagnostics of Structures, Faculty of Civil Engineering, VSB-Technical University of Ostrava, Ludvika Podeste 1875/17, 708 00 Ostrava-Poruba, Czech Republic 2Department of Structural Mechanics, Faculty of Civil Engineering, VSB-Technical University of Ostrava, Ludvika Podeste 1875/17, 708 00 Ostrava-Poruba, Czech Republic akaterina.matyskova@vsb.cz, bvlastimil.bilek@vsb.cz, clukas.prochazka@vsb.cz, dradka.hedlova@vsb.cz, emarie.hornakova@vsb.cz Keywords: CETRIS boards, high-strength concrete, self-healing concrete, waste material.
Journal of Building Engineering, 50, 104203. https://doi.org/10.1016/j.jobe.2022.104203 [4] Assi, L., Carter, K., Deaver, E.
Procedia Engineering, 180, 751–758. https://doi.org/10.1016/j.proeng.2017.04.235 [7] Topçu, İl.
Technical University Brno, Faculty of Civil Engineering.

Abdullah3 1,2Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Batu Pahat,Johor,Malaysia. 3Faculty of Civil Engineering, Universiti Teknologi Malaysia, Skudai, Johor Malaysia.
An experimental study of load carrying capacity of precast lightweight foamed concrete sandwich panel under axial load. 11th International Conference on Concrete Engineering and Technology 2012 (CONCET2012), 12-13 June 2012, Kuala Lumpur, Malaysia: Department of Civil Engineering, Faculty of Engineering, University of Malaya. 2012.

The Influence of Ferronickel Slag as a Replacement of Quartz Sand upon Compressive and Flexural Strength of Reactive Powder Concrete Masykur Kimsan1,a, Romy Suryaningrat Edwin1,b,*, Minhar Hasim1,c, Irmawatty Paula Tamburaka2,d, Bambang Pramono3,e, Asminar Azis4,f, Nele De Belie5,g, Elke Gruyaert6,h 1Department of Civil Engineering, Halu Oleo University, Kendari, Indonesia 2Department of Economic Development, Halu Oleo University, Kendari, Indonesia 3Department of information technology, Halu Oleo University, Kendari, Indonesia 4Department of Electrical Engineering, Halu Oleo University, Kendari, Indonesia 5Ghent University, Magnel-Vandepitte Laboratory for Structural Engineering and Building Materials, Belgium 6KU Leuven, Department of Civil Engineering, Materials and Constructions, Ghent Technology Campus, B-9000 Ghent, Belgium amasykur.kimsan@uho.ac.id, bromy.edwin@uho.ac.id, cminharhasim05513@gmail.com, dirmatamburaka19@gmail.com, ebambang.pramono@uho.ac.id, fasminar.ft
Edwin, Magazine of Civil Engineering Effect of ferronickel slag in concrete and mortar, 109 (2022). https://doi.org/10.34910/MCE.109.9