The effect of modified clay on the performance of high-strength self-compacting concretes.
Publish Year: 1404
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
SECONGRESS03_031
تاریخ نمایه سازی: 20 بهمن 1404
Abstract:
In this research, compressive strength, carbonation, and durability against acid were investigated. To prepare baked clays, a clay brick mill heated to ۲۰۰۰ degrees Celsius was used, with a maximum grain size of ۳۵ microns. These clays were used in self-compacting concretes with a maximum aggregate size of ۱۴ mm and a cement content of ۵۵۰ kg/m۳. To test the samples from the angle of resistance, we used compressive strength and flexural strength tests, and for the durability of concrete, we also used carbonation and acid resistance tests. A total of ۱۲۰ concrete samples were prepared for the tests at ۲۸ and ۹۰ days, of which ۳ samples for each composition were tested at ۲۸ and ۳ samples at ۹۰ days. The strength of the samples has improved with increasing baked clay, with less carbonation and a lower percentage of loss in compressive strength.
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Authors
Bahar Mamashli
Master Of Civil Engineering, Structural Engineering
Seyed Rahim Baharavar
Assistant Professor of Civil Engineering, Structural Engineering, Academic Staff, Shams Gonbad Kavous Institute Of Higher Education
Javad Ahmadian
Master Of Civil engineering, Structural Engineering