Titlebook: Sustainable Civil Engineering at the Beginning of Third Millennium; Proceedings of 15th Umut Türker,Özgür Eren,Eris Uygar Conference proce

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Karel Procházka, Zuzana Limpouchová, Filip Uhlík, Peter Košovan, Pavel Matejícek, Miroslav Štepánek, Mariusz Uchman, Jitka Kuldová, Radek Šachl, Jana Humpolícková, and M. Hof978-3-642-27125-0978-3-642-22486-7Series ISSN 0065-3195 Series E-ISSN 1436-5030

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2366-2557 fitting, coastal .and harbour engineering, water resources management, hydrology & hydraulics .engineering, traffic engineering and urban transport, life cycle cost analysis, .decision making strategies..978-981-97-1783-5978-981-97-1781-1Series ISSN 2366-2557 Series E-ISSN 2366-2565

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Conference proceedings 2024, repair and maintenance of .reinforced concrete, earthquake engineering and seismic retrofitting, coastal .and harbour engineering, water resources management, hydrology & hydraulics .engineering, traffic engineering and urban transport, life cycle cost analysis, .decision making strategies..

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Mostafa Hamoleila,Özgür Erenrefore essential to understand the evolution of defects so that the healing mechanisms can be understood and employed to achieve the desired specific engineering requirement..In this chapter, we will first discuss the details of the healing processes of cracks by finite element (FE) modeling. Next,

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Richard Walls,Yohannes Shewalul,Adewumi John Babafemi,Natalia Flores-Quiroz those of nature in the function that they ?ll. And of all the remarkable properties of natural materials, one is truly exceptional – that of the ability for self-repair. One recurring goal of material development has been to emulate the materials of nature. Among these, the most illusive is that of

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Influence of Short Polyethylene Terephthalate Fibres on Mechanical and Physical Properties of Cementtions (0.5, 1.0 and 1.5%) were prepared and tested. The fresh properties were assessed by measuring the fresh density, and mean flow diameter. The influence of recycled PET fibres on the mechanical properties of render mortars were investigated using flexural strength and compressive strength. Furth