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Effect of Fibers on Tension of Specific Concrete (Case study: Soil-Cement)

عنوان مقاله: Effect of Fibers on Tension of Specific Concrete (Case study: Soil-Cement)
شناسه ملی مقاله: ICRSIE08_338
منتشر شده در هشتمین کنفرانس بین المللی پژوهش در علوم و مهندسی و پنجمین کنگره بین المللی عمران، معماری و شهرسازی آسیا در سال 1402
مشخصات نویسندگان مقاله:

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

خلاصه 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.

کلمات کلیدی:
Soil-cement, Fibre, Tensile,Durable

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/1947997/