Effect of Fibers on Tension of Specific Concrete (Case study: Soil-Cement)
محل انتشار: هشتمین کنفرانس بین المللی پژوهش در علوم و مهندسی و پنجمین کنگره بین المللی عمران، معماری و شهرسازی آسیا
سال انتشار: 1402
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 133
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شناسه ملی سند علمی:
ICRSIE08_338
تاریخ نمایه سازی: 18 فروردین 1403
چکیده مقاله:
Soil-cement is a combination of Portland cement, soil and water that sticks together due to hydration of cement and compression of its components and creates a dense, durable compound which has low permeability and is resistant to erosion. Due to the fact that soil-cement materials are brittle, they do not show suitable performance under tensile load to failure. In order to compensate for this flaw, we have used three types of fibres to reinforce the materials which are: jute polypropylene and steel. These tests were conducted on three different gradations each with three fine contents with different mineral type. The results show that tensile strengths of soil-cement materials improve dramatically by adding fibres to the matrix.
کلیدواژه ها:
نویسندگان
Ehsan NamAvar Pashandi
Bs.C. Civil Engineering Isfahan Industrial university
Saeid Moghadaszadeh Bazzaz
Ms.C. Construction Management, IAU Firoozkooh
Nazanin Naini
Bs.C. Architectural Engineering IAU Yazd
Milad Tajdini
Ph.D. Geotechnical Engineering, Tabriz University