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Modeling of the stiffness modulus of stone matrix asphalt containing recycled tire rubber

عنوان مقاله: Modeling of the stiffness modulus of stone matrix asphalt containing recycled tire rubber
شناسه ملی مقاله: ICCE10_0303
منتشر شده در دهمین کنگره بین المللی مهندسی عمران در سال 1394
مشخصات نویسندگان مقاله:

Mohammad Hasan Shafiei - M. Sc. student, Department of civil engineering, University of Guilan, I. R. Iran
Mahyar Arabani - Professor, Department of civil engineering, University of Guilan, I. R. Iran

خلاصه مقاله:
Nowadays, the re-use of recycled waste materials in asphalt concrete as modifier additives have large economic and environmental benefits. Stone matrix asphalt (SMA) is a conventional type of asphalt concrete and adding Recycled Tire Rubber (RTR) can improve dynamic properties such as the stiffness modulus (SM). The objective of this study is to evaluate the effect of RTR on the stiffness modulus of SMA. In addition, a model has been presented to describe the stiffness modulus of SMA mixture containing RTR. The results of this research showed an improvement in the stiffness modulus of SMA mixtures containing RTR in comparison with the conventional hot mixed asphalt (HMA) concrete

کلمات کلیدی:
Asphalt concrete, Stone Matrix Asphalt (SMA), Stiffness modulus, Hot Mixed Asphalt (HMA) concrete

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/364022/