| Issue |
MATEC Web Conf.
Volume 396, 2024
8th World Multidisciplinary Civil Engineering - Architecture - Urban Planning Symposium (WMCAUS 2023)
|
|
|---|---|---|
| Article Number | 02008 | |
| Number of page(s) | 11 | |
| Section | Construction Materials | |
| DOI | https://doi.org/10.1051/matecconf/202439602008 | |
| Published online | 24 May 2024 | |
Analysis of the cold recycling asphalt pavements method from Romania
University Polytechnical Timisoara, Department of Overland Communication Ways, Foundation and Cadastral Survey, 1A Ioan Curea, 300224, Timisoara, Romania
* Corresponding author: andrei.forton@upt.ro
The present paper presents a documentation on the realization of the dosages from recycled mixtures, highlighting the change in the test methods regarding the composition and the determination of the physical-mechanical characteristics according to the latest technical regulations. Practically, the structure of the new norm for cold recycled road materials aligns with the new European requirements in accordance with the provisions that the mixtures must meet, but still the problem remains on how to prepare the samples in the laboratory and determine the value of the stiffness modulus of the considered mixture, value which practically in the norm is considered based on good practice. Determining the real value of the stiffness modulus is a decisive factor in the dimensioning of the road structure reinforcement because it can considerably influence the thickness of the layers that make up the resistance structure. Therefore, the paper presents a study on the new methods of making samples in the laboratory and values of the stiffness modulus taken into account when dimensioning the reinforcement of road structures according to the composition of the considered materials.
© The Authors, published by EDP Sciences, 2024
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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