Andrea Grilli
University of the Republic
35 Papers
166 Citations
Andrea Grilli is an academic researcher from University of the Republic. The author has contributed to research in topics: Asphalt & Geosynthetics. The author has an hindex of 15, co-authored 35 publications. Previous affiliations of Andrea Grilli include École de technologie supérieure & Marche Polytechnic University.
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Papers
Repeated load test on bituminous systems reinforced by geosynthetics
TL;DR: In this paper, the influence of geosynthetic reinforcement materials on the flexural behavior of bi-layer bituminous systems was evaluated by means of a four-point bending test under repeated loading cycles and the failure criterion was defined as the number of loading cycles corresponding to the flex point of the permanent deformation evolution.
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A strategic laboratory approach for the performance investigation of geogrids in flexible pavements
TL;DR: In this article, the authors used a strategic laboratory approach for the study of the mechanical performance of reinforced systems used in flexible pavements, combining repeated loading cycles in a four-point bending configuration with interlayer shear tests.
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Effect of ageing process on bitumen and rejuvenated bitumen
TL;DR: In this article, the effect of aging and a specific rejuvenator on the mechanical properties of paving grade bitumen is investigated, and the results showed that the stiffening effect of ageing can be reduced or restored by the use of the rejuvenator.
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Influence of water and temperature on mechanical properties of selected asphalt pavements
TL;DR: In this article, experiments were conducted to investigate the effects of water and temperature on mechanical properties of mixtures with different, air void content, and the evaluation of such properties concentrates on the following three approaches: innovative (Coaxial Shear Test), traditional, (Indirect Tensile Test) and empirical (Cantabro Test).
Influence of reclaimed asphalt content on the mechanical behaviour of cement-treated mixtures
TL;DR: In this paper, indirect tensile tests and unconfined compressive tests were conducted to evaluate the resistance characteristics of the CTM using 50% and 80% asphalt in comparison with the reference CTM consisting of 100% mineral aggregates.
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