Effects of dune sand on reduction of reflection cracking in double-layered paving systems for roads: a laboratory investigation

References

• Abadou, Y., Mitiche-Kettab., R., and Ghrieb, A., 2016. Ceramic waste influence on dune sand mortar performance. Construction and Building Materials, 125, 703–713. doi: 10.1016/j.conbuildmat.2016.08.083
   Web of Science ®Google Scholar
• Abderrahmane, G., Ratiba, M.K., and Abderrahim, B., 2014b. Stabilisation and utilisation of dune sand in road engineering. Arabian Journal for Science and Engineering, 39, 1517–1529. doi: 10.1007/s13369-013-0721-z
   Web of Science ®Google Scholar
• Abderrahmane, G., Ratiba, M.K., and Salim, G., 2014a. Relationship between porosity, the maximum dry density and the mechanical behavior of stabilized dune sands. Global Journal of Researches in Engineering, 14 (2), 29–37.
   Google Scholar
• Akacem, M., Bouteldja, M, Cerezo, V … Hachichi, A, 2016. A method to use local low performances aggregates in asphalt pavements – an Algerian case study. Construction and Building Materials, 125, 290–298. doi: 10.1016/j.conbuildmat.2016.08.035
   Web of Science ®Google Scholar
• Allaoua, B., Abdelouahed, K., and Mohamed, E.K., 2013. Improvement of the compressive strength of mortar in the arid climates by valorization of dune sand and pneumatic waste metal fibers. Construction and Building Materials, 40, 847–853. doi: 10.1016/j.conbuildmat.2012.11.079
   Web of Science ®Google Scholar
• Benharzallah, K., Mohamed, B., and Said, K., 2018. Formulation of low cost eco-repair mortar based on dune sand and stipa tenacissima microfibers plant. Construction and Building Materials, 171, 950-959. doi: 10.1016/j.conbuildmat.2018.03.200
   Web of Science ®Google Scholar
• Button, J.W. and Lytton, R.L. 2003. Guidelines for using geosynthetics with HMA overlays to reduce reflective cracking. Texas Transportation Institute. Report No. 1777. 2.
   Google Scholar
• Chaabane, L.A., et al., 2017. Dune sand and pumice impact on mechanical and thermal lightweight concrete properties. Construction and Building Materials, 133, 209-218. doi: 10.1016/j.conbuildmat.2016.12.043
   Web of Science ®Google Scholar
• David, Z.B., Miguel, A.C-P, Daniel, C.F … Angel , V.Z, 2011. Evaluation of anti-reflective cracking systems using geosynthetics in the interlayer zone. Geotextiles and Geomembranes, 29, 130–136. doi: 10.1016/j.geotexmem.2010.10.005
   Web of Science ®Google Scholar
• Gueddouda, M.K., et al., 2016. Hydraulic properties of dune sand-bentonite mixtures of insulation barriers for hazardous waste facilities. Journal of Rock Mechanics and Geotechnical Engineering, 8(4), 541–550. doi: 10.1016/j.jrmge.2016.02.003
   Web of Science ®Google Scholar
• Guettala, S. and Mezghiche, B., 2011. Compressive strength and hydration with age of cement pastes containing dune sand powder. Construction and Building Materials, 25(3), 1263–1269. doi: 10.1016/j.conbuildmat.2010.09.026
   Web of Science ®Google Scholar
• Irene, G.T., et al., 2015. Experimental study of the behaviour of different geosynthetics as anti-reflective cracking systems using a combined-load fatigue test. Geotextiles and Geomembranes, 43, 345-350. doi: 10.1016/j.geotexmem.2015.04.001
   Web of Science ®Google Scholar
• Khodaii, A., Fallah, S., and Moghadas, F., 2009. Effects of geosynthetics on reduction of reflection cracking in asphalt overlays. Geotextiles and Geomembranes, 27(1), 1–8. doi: 10.1016/j.geotexmem.2008.05.007
   Web of Science ®Google Scholar
• Kim, J., and Buttlar, W.G., 2002. Analysis of reflective crack control system involving reinforcing grid over base-isolating interlayer mixture. Journal of Transportation Engineering of ASCE, 128 (4), 375-384. doi: 10.1061/(ASCE)0733-947X(2002)128:4(375)
   Google Scholar
• Mohamed, N.F., and Ahmed, M.K., 1990. Improvement of dune sand asphalt mixes for pavement bases. Journal of King Abdulaziz University Engineering Sciences, 2, 35–47. doi: 10.4197/Eng.2-1.3
   Google Scholar
• NF EN 1008, 2003. French standard test. Mixing water for concrete - Specification for sampling, testing and assessing the suitability of water, including water recovered from processes in the concrete industry, as mixing water for concrete.
   Google Scholar
• NF EN 12697-24, 2012a. French standard test. Mélanges bitumineux - Méthodes d'essai pour mélange hydrocarboné à chaud partie 24 résistance à la fatigue.
   Google Scholar
• NF EN 12697-34, 2012b. French standard test. Mélanges bitumineux - Méthodes d'essai pour mélange hydrocarboné à chaud partie 34 essai Marshall.
   Google Scholar
• NF EN 1426, 1999. French standard test. Bitumen and bituminous binders -Determination of needle penetration.
   Google Scholar
• NF EN 1427, 2000. French standard test. Bitumen and bituminous binders -Determination of softening point- Ring and Ball method.
   Google Scholar
• NF EN 15326+A1, 2009. French standard test. Bitumen and bituminous binders - Measurement of density and specific gravity - Capillary-stoppered pyknometer method.
   Google Scholar
• NF P 11-300, 1992. French standard test. Exécution des terrassements - Classification des matériaux utilisables dans la construction des remblais et des couches de forme d'infrastructures routières.
   Google Scholar
• Nunn, M.E., 1989. An investigation of reflection cracking in composite pavements in the United Kingdom. Proceedings of 1st Conference on Reflective Cracking in Pavements, 1, 146–153.
   Google Scholar
• Organisme de contrôle technique des travaux publics (C.T.T.P), 2004. Recommandations sur l’utilisation des bitumes et des enrobés bitumineux à chaud.
   Google Scholar
• Ratiba, M.K., Azzouzi, B., and Abderrahim, B., 2012. Experimental study of the precracking. 7th RILEM International Conference on Cracking in Pavements, 7, 21–30.
   Google Scholar
• Rezig, S. 2007. Optimization of the formulation of sand concrete in the valorisation of local materials. Thesis (Magister). University M’hamed Bougarra Boumerdes Algiers. 34–57.
   Google Scholar
• Sina, M.M., et al., 2016. Evaluation of permanent deformation of geogrid reinforced asphalt concrete using dynamic creep test. Geotextiles and Geomembranes, 44, 109–116. doi: 10.1016/j.geotexmem.2015.06.003
   Web of Science ®Google Scholar
• Virgili, A., et al., 2009. Repeated load test on bituminous systems reinforced by geosynthetics. Geotextiles and Geomembranes, 27, 187–195. doi: 10.1016/j.geotexmem.2008.11.004
   Web of Science ®Google Scholar
• Zaitri, R., et al., 2014. Development of high performances concrete based on the addition of grinded dune sand and limestone rock using the mixture design modelling approach. Construction and Building Materials, 60, 8–16. doi: 10.1016/j.conbuildmat.2014.02.062
   Web of Science ®Google Scholar