2016
DOI: 10.1016/j.conbuildmat.2016.08.035
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A method to use local low performances aggregates in asphalt pavements – An Algerian case study

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Cited by 13 publications
(4 citation statements)
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“…To improve the compactness, we opted for a correction of the particle size by substituting a fraction of (x %) of tuff by adding dune sand, with (x %) varying from 10 to 40. In order to find the optimum composition of the mixture, compaction and bearing tests were carried out on the different mixtures of tuffs and dune sands [24][25][26][27][28][29][30][31][32]. Simple compression tests at different ages were performed on specimens of different mixtures compacted at Modified Proctor Optimum (OPM).…”
Section: Optimal Formulationmentioning
confidence: 99%
“…To improve the compactness, we opted for a correction of the particle size by substituting a fraction of (x %) of tuff by adding dune sand, with (x %) varying from 10 to 40. In order to find the optimum composition of the mixture, compaction and bearing tests were carried out on the different mixtures of tuffs and dune sands [24][25][26][27][28][29][30][31][32]. Simple compression tests at different ages were performed on specimens of different mixtures compacted at Modified Proctor Optimum (OPM).…”
Section: Optimal Formulationmentioning
confidence: 99%
“…The degree of polish of the specimens was then obtained by the British Pendulum device of the F-scale, and the method was recorded in BS EN 13036. The PSV coefficient is calculated by Equation (3) [46].…”
Section: Polished Stone Value Test (Psv)mentioning
confidence: 99%
“…The aim is to widen the use of abundant local materials in the Saharan regions and to achieve the best technical and economic choice for a road project. In the previous studies [16][17][18][19][20], the improvement of the physical and mechanical properties of the mixture of tuff and dune sand has been highlighted. Nevertheless, little effort has been made to consider the coupled hydric and mechanical behavior.…”
Section: Introductionmentioning
confidence: 99%