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Original scientific paper
https://doi.org/10.17559/TV-20180309114804

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

Ksenija Đoković   ORCID icon 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 icon 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

Fulltext: english, pdf (2 MB) pages 385-390 downloads: 391* cite
APA 6th Edition
Đoković, K., Tošović, S., Janković, K. & Šušić, N. (2019). Physical-Mechanical Properties of Cement Stabilized RAP/Crushed Stone Aggregate Mixtures. Tehnički vjesnik, 26 (2), 385-390. https://doi.org/10.17559/TV-20180309114804
MLA 8th Edition
Đoković, Ksenija, et al. "Physical-Mechanical Properties of Cement Stabilized RAP/Crushed Stone Aggregate Mixtures." Tehnički vjesnik, vol. 26, no. 2, 2019, pp. 385-390. https://doi.org/10.17559/TV-20180309114804. Accessed 12 Jun. 2021.
Chicago 17th Edition
Đoković, Ksenija, Simo Tošović, Ksenija Janković and Nenad Šušić. "Physical-Mechanical Properties of Cement Stabilized RAP/Crushed Stone Aggregate Mixtures." Tehnički vjesnik 26, no. 2 (2019): 385-390. https://doi.org/10.17559/TV-20180309114804
Harvard
Đoković, K., et al. (2019). 'Physical-Mechanical Properties of Cement Stabilized RAP/Crushed Stone Aggregate Mixtures', Tehnički vjesnik, 26(2), pp. 385-390. https://doi.org/10.17559/TV-20180309114804
Vancouver
Đoković K, Tošović S, Janković K, Šušić N. Physical-Mechanical Properties of Cement Stabilized RAP/Crushed Stone Aggregate Mixtures. Tehnički vjesnik [Internet]. 2019 [cited 2021 June 12];26(2):385-390. https://doi.org/10.17559/TV-20180309114804
IEEE
K. Đoković, S. Tošović, K. Janković and N. Šušić, "Physical-Mechanical Properties of Cement Stabilized RAP/Crushed Stone Aggregate Mixtures", Tehnički vjesnik, vol.26, no. 2, pp. 385-390, 2019. [Online]. https://doi.org/10.17559/TV-20180309114804

Abstracts
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

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