Effect of Fibers on Flexural of Specific Concrete (Case study: Soil-Cement)

Publish Year: 1402
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:

ICRSIE08_339

تاریخ نمایه سازی: 18 فروردین 1403

Abstract:

Soil-cement materials are an alternative to cement treated base (CTB) materials and the main difference between these two options, as described is that in CTB which generally is composed of fine aggregates, smaller amount of cement (۳-۵%) is used that this cement is used to reduce some undesirable characteristics of fine aggregate such as their large plasticity index and low bearing capacity. In addition, these materials do not need compaction in order to achieve the desired strength and also their compressive strength is often limited to ۲MPa. Almost any type of soil can be used in soil-cement materials but organic soils, plastic clays and reactive sands are exceptions. Generally soils with ۵-۳۵% fine aggregates passing sieve No. ۲۰۰ are the most economical efficient and soils with more than ۲% organic material are seriously unacceptable. In this research

Authors

Ehsan NamAvar Pashandi

Bs.C. Civil Engineering Isfahan Industrial university

Saeid Moghadaszadeh Bazzaz

Ms.C. Construction Management, IAU Firoozkooh

Nazanin Naini

Bs.C. Architectural Engineering IAU Yazd

Milad Tajdini

Ph.D. Geotechnical Engineering, Tabriz University