Laboratory study of the effect of ceramic tile shear waste powder materials on concrete
عنوان مقاله: Laboratory study of the effect of ceramic tile shear waste powder materials on concrete
شناسه ملی مقاله: ICRSIE06_284
منتشر شده در ششمین کنفرانس بین المللی پژوهش در علوم و مهندسی و سومین کنگره بین المللی عمران، معماری و شهرسازی آسیا در سال 1400
شناسه ملی مقاله: ICRSIE06_284
منتشر شده در ششمین کنفرانس بین المللی پژوهش در علوم و مهندسی و سومین کنگره بین المللی عمران، معماری و شهرسازی آسیا در سال 1400
مشخصات نویسندگان مقاله:
Mehdi Yazdian - Instructor, Department of Civil Engineering, Faculty of Engineering and Science, Science &Arts University, Yazd, Iran,
Alireza Jabbari - MSc in Structural Engineering, Faculty of Engineering and Science, Science & Arts University, Yazd, Iran,
Aram Fiyuzati - Postgraduate, MSc in Geotechnical Engineering, Faculty of Engineering, University of Science and Culture, Tehran, Iran
خلاصه مقاله:
Mehdi Yazdian - Instructor, Department of Civil Engineering, Faculty of Engineering and Science, Science &Arts University, Yazd, Iran,
Alireza Jabbari - MSc in Structural Engineering, Faculty of Engineering and Science, Science & Arts University, Yazd, Iran,
Aram Fiyuzati - Postgraduate, MSc in Geotechnical Engineering, Faculty of Engineering, University of Science and Culture, Tehran, Iran
The ceramic tile industry produces waste ceramic tile powder during the final polishing process. Ceramic tile waste powder can contaminate soil, weather. The use of ceramic waste powder as an alternative material in concrete will have a positive environmental impact. After conducting research and studies by previous researchers, materials are prepared for laboratory compressive strength of concrete mixing designs. After mixing methods, sampling is done from each of them. Ordinary concrete samples are known as control samples, and also concrete with ۵, ۱۰ and ۱۵% percent of ceramic tile powder is mixed and made. The specimens are made for ۷ and ۴۲-day olds, and their compressive strength test is performed. Using the results of the compressive strength test results, it can be said that, in general, up to ۷ days of age, all designs containing recycled soil powder have a better compressive strength growth trend than the control design. Still, this growth trend is more significant at ۴۲ days of age and older. It is for ۷ days.
کلمات کلیدی: Recycled aggregates, Concrete, . Compressive strength, Recycling of ceramic tiles powder waste.
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/1407953/