Effect of nanosilica content on mechanicalparameters of soil-cement

Publish Year: 1402
نوع سند: مقاله کنفرانسی
زبان: English
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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

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,