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D. Movilla-Quesada

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Lagos-Varas, M. / Movilla-Quesada, D. / Raposeiras, A. C. / Monsalve-Cárcamo, P. / Castro-Fresno, D. (2023): Rheological analyses of binders modified with triple combinations of Crumb-Rubber, Sasobit and Styrene-Butadiene-Styrene. Dans: Case Studies in Construction Materials, v. 19 (décembre 2023).

    https://doi.org/10.1016/j.cscm.2023.e02235

  2. Lagos-Varas, M. / Movilla-Quesada, D. / Raposeiras, A. C. / Castro-Fresno, D. / Muñoz-Cáceres, O. / Andres-Valeri, V. C. / Rodríguez-Esteban, M. A. (2022): Viscoelasticity modelling of asphalt mastics under permanent deformation through the use of fractional calculus. Dans: Construction and Building Materials, v. 329 (avril 2022).

    https://doi.org/10.1016/j.conbuildmat.2022.127102

  3. Lagos-Varas, M. / Raposeiras, A. C. / Movilla-Quesada, D. / Arenas, J. P. / Castro-Fresno, D. / Muñoz-Cáceres, O. / Andres-Valeri, V. C. (2020): Study of the permanent deformation of binders and asphalt mixtures using rheological models of fractional viscoelasticity. Dans: Construction and Building Materials, v. 260 (novembre 2020).

    https://doi.org/10.1016/j.conbuildmat.2020.120438

  4. Movilla-Quesada, D. / Muñoz, O. / Raposeiras, A. C. / Castro-Fresno, D. (2018): Thermal suspectability analysis of the reuse of fly ash from cellulose industry as contribution filler in bituminous mixtures. Dans: Construction and Building Materials, v. 160 (janvier 2018).

    https://doi.org/10.1016/j.conbuildmat.2017.11.046

  5. Lagos-Varas, M. / Movilla-Quesada, D. / Raposeiras, A. C. / Arenas, J. P. / Calzada-Pérez, M. A. / Vega-Zamanillo, A. / Lastra-González, P. (2020): Influence of limestone filler on the rheological properties of bituminous mastics through susceptibility master curves. Dans: Construction and Building Materials, v. 231 (janvier 2020).

    https://doi.org/10.1016/j.conbuildmat.2019.117126

  6. Movilla-Quesada, D. / Raposeiras, A. C. / Olavarría, J. (2019): Effects of Recycled Polyethylene Terephthalate (PET) on Stiffness of Hot Asphalt Mixtures. Dans: Advances in Civil Engineering, v. 2019 ( 2019).

    https://doi.org/10.1155/2019/6969826

  7. Lagos-Varas, M. / Movilla-Quesada, D. / Arenas, J. P. / Raposeiras, A. C. / Castro-Fresno, D. / Calzada-Pérez, M. A. / Vega-Zamanillo, A. / Maturana, J. (2019): Study of the mechanical behavior of asphalt mixtures using fractional rheology to model their viscoelasticity. Dans: Construction and Building Materials, v. 200 (mars 2019).

    https://doi.org/10.1016/j.conbuildmat.2018.12.073

  8. Raposeiras, A. C. / Rojas-Mora, J. / Piffaut, E. / Movilla-Quesada, D. / Castro-Fresno, D. (2016): Development of an estimative model for the optimal tack coat dosage based on aggregate gradation of hot mix asphalt pavements. Dans: Construction and Building Materials, v. 118 (août 2016).

    https://doi.org/10.1016/j.conbuildmat.2016.05.045

  9. Raposeiras, A. C. / Vargas-Cerón, A. / Movilla-Quesada, D. / Castro-Fresno, D. (2016): Effect of copper slag addition on mechanical behavior of asphalt mixes containing reclaimed asphalt pavement. Dans: Construction and Building Materials, v. 119 (août 2016).

    https://doi.org/10.1016/j.conbuildmat.2016.05.081

  10. Movilla-Quesada, D. / Raposeiras, A. C. / Muñoz, O. / Castro-Fresno, D. (2017): Reduction in the use of mineral aggregate by recycling cellulose ashes to decrease the aging of hot asphalt mixtures. Dans: Construction and Building Materials, v. 143 (juillet 2017).

    https://doi.org/10.1016/j.conbuildmat.2017.03.154

  11. Raposeiras, A. C. / Movilla-Quesada, D. / Bilbao-Novoa, R. / Cifuentes, C. / Ferrer-Norambuena, G. / Castro-Fresno, D. (2018): The use of copper slags as an aggregate replacement in asphalt mixes with RAP: Physical–chemical and mechanical behavioural analysis. Dans: Construction and Building Materials, v. 190 (novembre 2018).

    https://doi.org/10.1016/j.conbuildmat.2018.09.120

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