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مقالات فارسیISIکنفرانسهاژورنالها

Rheological properties of self-consolidating concrete made by crushed waste tile aggregates

محل انتشار: دوفصلنامه مهندسی سازه و ژئوتکنیک، دوره: 8، شماره: 2
سال انتشار: 1397
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 282

فایل این مقاله در 12 صفحه با فرمت PDF قابل دریافت می باشد

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این مقاله:
https://civilica.com/doc/1034210

شناسه ملی سند علمی:

JR_QSEJ-8-2_001

تاریخ نمایه سازی: 11 مرداد 1399

چکیده مقاله:

In recent decades, the use of self-consolidating concrete has become widespread. Hence, recognizing the various properties of self-consolidating concrete are essential. In this study, several mixture designs have been tested and final mixture design of crushed tile aggregates which were replaced by 0%, 25 %, 50%, and 100% volume percentage of natural aggregates were conducted. To evaluate fresh properties of SCC, slump flow and rheometer tests were carried out. Results show that the percentage of fine aggregates has a significant impact on the properties of self-consolidating concrete. In addition, the results of rheometer test show by increasing the percentage of recycled aggregates increases yield stress and plastic viscosity, significantly.

کلیدواژه ها:

self-consolidating concrete ، SCC ، recycled aggregates ، rheometer test ، natural aggregates ، fresh properties

نویسندگان

Mahdi Mahdikhani

Faculty of Civil Engineering, Imam Khomeini International University, Qazvin, Iran.

Fatemeh Safikhani

Master of Science in Structural Engineering, Department of Geomatics Engineering, Qazvin Branch, Islamic Azad University, Qazvin, Iran

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