Effect of nanosilica content on mechanicalparameters of soil-cement
Publish place: The first international conference on advanced research in civil engineering, architecture and urban planning
Publish Year: 1402
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
ICARCAU01_010
تاریخ نمایه سازی: 29 مرداد 1402
Abstract:
Soil cement is a mixture of Portland cement, soil and water, in which hydration of cementand compaction causes the materials’ constituents to bond together making a dense anddurable composition with low permeability and abrasion resistant. Since most of therecent researches are focused on the addition of nano-SiO۲ on concrete, in this paper ithas been attempted to use nano-SiO۲ particles in soil-cement and observe the effects.Due to the fact that in concrete there are no particles passing sieve ۲۰۰ and thisrestriction does not apply to soil-cements, some tests were carried out on the nano-SiO۲+ soil-cement matrix because of the meaningful difference between concrete and soilcement.The test procedure consists of unconfined compressive test and hydraulicconductivity. In these tests, silica fume, nano-SiO۲ were added to soil-cement. Theresults show that adding certain amounts of nano-SiO۲ particles to the soil-cementmatrix can improve the compressive strength and reduce permeability and speedhydration reactions in the matrix in presence of nano-SiO۲ particles
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Authors
Amir Ahmadnejad Saien
Structural Engineer at Imen Khak Omran Soren Company
Milad Tajdini
Ph.D. Geotechnical Engineering, Tabriz University
Sahar Fathipanahi
Ph.D. Student of Architectural Engineering IAU Central Tehran Branch,