Investigation of the key parameters on the strength of soil - cement
سال انتشار: 1397
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 403
فایل این مقاله در 15 صفحه با فرمت PDF قابل دریافت می باشد
- صدور گواهی نمایه سازی
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
ENGCONF02_004
تاریخ نمایه سازی: 1 تیر 1398
چکیده مقاله:
Soil-cement is a mixture of Portland cement, soil and water, which are bonded together due to the cement hydration and compaction, and have durability, low permeability, and resistance against wear. Water to cement ratio, cement content and type have been commonly investigated as the most effective factors on the compressive strength of soil-cement. This study aims at the investigation of the effects of some other factors, such as sand equivalent (SE), plasticity index (PI), and gradation of the soil on the compressive and flexural strength of soil-cement. Results show that the compressive and flexural strength of soil-cement increases with increasing the sand equivalent and decreasing the plasticity index of the soil.
کلیدواژه ها:
نویسندگان
AliAsghar Yari
MS.c, Department of Civil Engineering, Tehran University, Tehran, Iran
Milad Tajdini
Ph.D, Department of Civil Engineering, Tabriz University, Tabriz, Iran,
Ahmad Yari
MS.c, Department of Civil Engineering, Shahid Rajaee Teacher Training University, Tehran,