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“Cement-free product” for settlement of ceramic tiles: an approach for greener construction Otávio Luiz do Nascimento1, a, Alexandra Ancelmo Piscitelli Mansur1,b, Herman Sander Mansur1,c 1Department of Metallurgical and Materials Engineering, Federal University of Minas Gerais, Av.
Consequently, aiming for creating a more sustainable world, engineers and scientists must develop and put into use greener building materials that may revolutionize the entire construction industry.
Consequently, aiming for creating a more sustainable world, engineers and scientists must develop and put into use greener building materials that may revolutionize the entire construction industry.
Kambic, Civil Eng. 2099 (2001), p. 1

Investigation of Behavior of Aliphatic Polyketone under the Effects of Recycling and UV Annamaria Polyakne Kovacs1,a*, Solmaz Hajialilou1,b, Marton Tomin2,c, Yitbarek Firew Minale3,d, Balazs Gyore4,e, Tamas Jozsef Szabo1,f 1Institute of Energy, Ceramics and Polymer Technology, University of Miskolc, Egyetemvaros, Miskolc, Hungary, 3515 2Department of Polymer Engineering, Faculty of Mechanical Engineering, Budapest University of Technology and Economics, Muegyetem rkp. 3., Budapest, Hungary, 1111 3Department of Chemical Engineering, Bahir Dar Institute of Technology, Bahir Dar University, Bahir Dar, Ethiopia, 6000 4K.D.
Plastic recycling has multiple dimensions, as researchers, engineers, and much of society regard it as an environmental issue.
This plastic belongs to the group of high-performance engineering materials and exhibits mechanical properties similar to those of polyamide 12 (PA 12).
Tuladhar, Eds., in Woodhead Publishing Series in Civil and Structural Engineering, Woodhead Publishing, 2019, pp. 69–84. doi: https://doi.org/10.1016/B978-0-08-102676-2.00004-9
Martin, Chapter 5 - Analysis of polymer melt flow," in Plastics Engineering, Fourth Edition, Richard J.

Abouelezz3,d 1Higher Institute of Engineering and Technology New Minia, Egypt 2Faculty of Engineering, El-Nahda University, Beni Suef, Egypt 3Faculty of Engineering, El-Minia University, Egypt anaglaa.fahmy@mhiet.edu.eg, bhanaa.gamal@nub.edu.eg, cLailah.soliman@mu.edu.eg, dimage_ezz@yahoo.com *Corresponding Author: (Hanaa Gamal H.
Salman, Punching shear strength of reinforced concrete flat plates with openings, Journal of Engineering. 20, 1 (2014) 1-20
Vilnius, Nonlinear FEM analysis of RC floor slab-to-column joint connection, Theoretical Foundations of Civil Engineering –XII
Tung, Investigation of the effects of opening size and location on punching shear resistance of flat slabs using ABAQUS, Journal of Science and Technology in Civil Engineering (STCE)-HUCE. 15, 4 (2021) 136-147
Punching shear strength of reinforced concrete flat plates with openings, Journal of Engineering.  20, 1 (2014) 1-20.

Livneh2,b 1Faculty of Civil and Environmental Engineering, Technion-Israel Institute of Technology, Technion City, Haifa 32000, Israel 2Noam Livneh Engineering Ltd, 3 Brandeis St., Haifa 34455, Israel amoshliv@tx.technion.ac.il, bnoam@noameng.co.il [Date received: 25 November 2012.
KICEM Journal of Construction Engineering and Project Management, Korea Institute of Construction Engineering and Management (2012) 45-52.
Engineering, 27 (2009) 585-593
Thesis, Addis Ababa University (AAU) School of Graduate Studies and Addis Ababa Institute of Technology-Department of Civil Engineering (2012)
Bobet, Field investigation of engineering properties and uniformity of subgrades chemically treated with LKD, International Journal of Pavement Engineering (2011) 1–12.

This design is an architectural model mirroring the collaboration between architect and structural engineer.
This design only pursues the vagarious form and completely neglected the rationality of engineering technology.
Combining architects with engineers.
Acknowledgements Authors are grateful to the financial support by Kwang-Hua Fund of College of Civil Engineering, Tongji University.
Structural Concepts and Systems for Architects and Engineers (Second Edition).

., Knaphill, Surrey, UK 3Department of Mechanical Engineering, National Central University, Taiwan ajun.jeff.ai@gmail.com , bt330014@cc.ncu.edu.tw , c*ycchung123@ncu.edu.tw Keywords: Granular assembly; Confined compression; Finite element method; Discrete element method; Wall pressure; Granular solid-structure interaction Abstract: Interaction between granular solids and boundary structures is a fundamental problem encountered in bulk solids handling and subsurface structural design.
Current understanding of its mechanism has not been adequate for robust and economical engineering designs, especially for flexible boundary structures.
Civil Eng. - Geotec. 149 (2001) 41-47

The conclusions would serve as a reference for similar engineering structures.
Journal of Architecture and Civil Engineering, 2010, 27(4):31-38.

Abd El-Hafaz4a,c aCivil Engineering Department, Nahda University, Egypt bCivil Engineering Department, El-Minia High Institute of Engineering and Technology, Egypt cCivil Engineering Department, El-Minia University, Egypt 1naglaa.fahmy@nub.edu.eg, 2rasha.elmasry@nub.edu.eg, 3rabiee1960@yahoo.com, 4laila.shaddy@nub.edu.eg Corresponding Author: Naglaa Glal-Eldin Fahmy Keywords: High strength concrete, nanosilica, nanotitanium, mechanical properties, cracks, deflection, ductility.
All specimens of the experimental plan were tested under two point static loading by means of 100 ton hydraulic testing machine at the Concrete and Strength of Material laboratory of Civil Engineering Department in the faculty of engineering, El Minia University.
Civil Eng. 33(2) pp. 483-493, (2013)
,"Experimental study of the effect of addition of nano-silica on the behaviour of cement mortars Procedia engineering", pp. 900–905, October (2011)
M.Sc Thesis on Structural Department, Faculty of Engineering, Cairo University, Egypt, September 2015

Badawy1,2,a*, Ahmed Hassan2,4,b, Hala El-Kady1,c, L.M.Abd-El Hafez3,4,d 1Department of Civil Engineering, National Research Centre, Egypt 2Faculty of Engineering, Beni-Suef University, Egypt 3Civil Engineering Department - Minia University, Egypt 4Civil Engineering Department - Nahda University, Egypt aamrhussein94@hotmail.com, bahmedhb96@yahoo.com, chala.elkady@gmail.com, dlaila.shaddy@nub.edu.eg *Corresponding Author: Amr h.
El-Mihilmy, Concrete Shear Strength Of Pre-stressed Beams, Journal Of Engineering And Applied Science, Faculty Of Engineering, Cairo University, Vol. 54, No. 3, Pp. 319-338, (2007)
Jensen, Reliability analysis of pre-stressed concrete beams exposed to fire, Engineering Structures, 43 69–77, (2012)
Hassan, non-linear FE analysis of simply supported steel beams with RC slab under elevated temperatures, Journal Of Engineering and Applied Science, Faculty Of Engineering, Cairo University, Vol. 56, No. 4, Pp. 381-397, (2009)
Abd-El Hafez, Flexural Behavior of Unbounded Pre-stressed Beams Modified With Carbon Nanotubes Under Elevated Temperature, Civil Engineering Journal, Vol. 5, No. 4,(2019)

(Nguyen) Van Tuan2 1Delft University of Technology, Faculty of Civil Engineering & Geosciences, Stevinweg 1, 2628 CN Delft, The Netherlands 2National University of Civil Engineering, Department of Building Materials,55 Giai Phong Road, Hanoi, Viet Nam K.vanBreugel@tudelft.nl Keywords: Shrinkage, Concrete, Microstructure, Water/Cement ratio, Cracking, RHA, Codes.
Vaysburd in a discussion at the 2nd International Symposium on Advances in Concrete through Science and Engineering in Quebec in 2006.
From the engineering point of view autogenous shrinkage is a much bigger issue than autogenous swelling.
Setzer: The Munich model – An example for modern materials science in civil engineering.