Effect of type and content of nanosilica on compressive Strength of soil cement
سال انتشار: 1402
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 183
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شناسه ملی سند علمی:
CARSE07_063
تاریخ نمایه سازی: 5 تیر 1402
چکیده مقاله:
Soil cement is a mixture of Portland cement, soil and water, in which hydration of cement and compaction causes the materials’ constituents to bond together making a dense and durable composition with low permeability and abrasion resistant. Since most of the recent researches are focused on the addition of nano-SiO۲ on concrete, in this paper it has 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 this restriction 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 soil-cement. The test procedure consists of unconfined compressive test, In these tests, silica fume , nano-SiO۲ were added to soil-cement. The results show that adding certain amounts of nano-SiO۲ particles to the soil-cement matrix can improve the compressive strength
کلیدواژه ها:
نویسندگان
Maryam Zakeri
M.Sc. in Project Management and Construction from Alaoddoleh Semnani Institue,
Milad Tajdini
Ph.D. in Geotechnical engineering in Tabriz University