Original scientific paper

https://doi.org/10.17559/TV-20180309114804

Physical-Mechanical Properties of Cement Stabilized RAP/Crushed Stone Aggregate Mixtures

Ksenija Đoković orcid.org/0000-0002-1625-4350 ; IMS Institute, Bulevar vojvode Mišića 43, 11000 Belgrade, Serbia
Simo Tošović ; Institute for Roads, Kumodraska 257, 11000 Belgrade, Serbia
Ksenija Janković orcid.org/0000-0003-3744-3799 ; IMS Institute, Bulevar vojvode Mišića 43, 11000 Belgrade, Serbia
Nenad Šušić ; IMS Institute, Bulevar vojvode Mišića 43, 11000 Belgrade, Serbia

Abstract

The paper presents and analyzes the results of testing the properties of cement stabilized mixtures of reclaimed asphalt pavement (RAP) and crushed stone aggregate (CSA). Tests were carried out on reclaimed asphalt pavement and crushed stone aggregate mixtures with varying RAP content (0%, 20%, 40%, 60% and 80%), as well as with a varying addition of cement (3%, 5% and 7%). The purpose of these tests was to determine the optimal proportion of recycled asphalt pavement in a mixture with crushed stone aggregate, and the optimal addition of cement as a hydraulic binder. Furthermore, the aim was to determine physical-mechanical parameters: the indirect tensile strength (Rt) and the dynamic modulus of elasticity (E), which are applied in pavement design during the process of cold recycling. On the basis of the obtained values, categorization of the stabilized mixture was carried out according to the standard EN 14227-10: 2006, which continues to be applied in the design of pavements. The maximum proportion of recycled asphalt in the stabilized mixture was determined as being up to 60%; the stabilized mixture was categorized into the "T1" and "T2" categories - gravelly soils.

Keywords

cement stabilized mixtures; cold recycling; dynamic modulus of elasticity; indirect tensile strength; reclaimed asphalt pavement

Hrčak ID:

219525

URI

https://hrcak.srce.hr/219525

Publication date:

24.4.2019.

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