2026-09-08T23:43:34Zhttps://gredos.usal.es/oai/request

oai:gredos.usal.es:10366/1551212025-04-30T20:18:26Zcom_10366_4368com_10366_4349com_10366_3946com_10366_3823col_10366_4369

Silva-Klein, L.T. Lastra-González, P. Raposeiras, Aitor Movilla-Quesada, Diana Castro-Fresno, Daniel 2019-03-13 Fuente: Waste Management [EN] In recent decades, the generation of plastic waste has increased substantially worldwide, with the result that more of such waste is introduced into the environment. Currently, most polymers (polyethylene terephthalate, polyethylene, polyvinyl chloride, and others) are recycled. However, some are rejected for recycling in the primary separation processes due to their physical condition, contamination, or size. These materials are called plastic scrap. In this research, the use of plastic scrap added by dry method was evaluated as a replacement for bitumen in asphalt mixtures. Two sizes of plastic scrap, coarse and fine, were considered. An AC16S semidense mixture was designed for this purpose, with a 10% reduction in binder, and 10% and 20% of plastic scrap binder was added in coarse and fine sizes. The results obtained in the Marshall stability and flow test showed reduced moisture damage, greater indirect tensile strength, higher air void content, and a 2% decrease in the conserved tensile strength ratio while the same usage field as the conventional mixture was maintained. Meanwhile, significant decreases in plastic deformations, as compared to traditional values, were obtained from resilient modulus and rutting tests. http://hdl.handle.net/10366/155121 eng 3321.01 Materiales Asfálticos 3305.29 Construcción de Carreteras Use of plastic scrap in asphalt mixtures added by dry method as a partial substitute for bitumen info:eu-repo/semantics/article TEXT Gredos. Repositorio Documental de la Universidad de Salamanca Hispana