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The effect of fiber on the compressive strength ofsoil-cement

عنوان مقاله: The effect of fiber on the compressive strength ofsoil-cement
شناسه ملی مقاله: SETBCONF02_141
منتشر شده در دومین کنفرانس بین المللی پژوهش ها و دستاوردهای نو در علوم، مهندسی و فناوری های نوین در سال 1401
مشخصات نویسندگان مقاله:

Milad Tajdini - Ph.D. Geotechnical Engineering,
Leila Gholami Abkenar - Bs.C. Architectural Imam Khomeini university
Marzieh Gholami Abkenar - Bs.C. Architectural IAU Islamshahr

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 (which is a natural fibre) polypropylene and steel (Which are synthetic fibres). These tests were conducted on three different gradations each with three fine contents with different mineral type (nine different gradations in total). The results show that compressive, strength of soil-cement materials improve dramatically by adding fibres to the matrix.

کلمات کلیدی:
soil-cement, compressive strength, natural and synthetic fibres, gradation type.

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/1515451/