Publicaciones (46) Publicaciones de Luís Esteban Medina Rodríguez

2022

  1. A combined approach to cliff characterization: Cliff Stability index

    Marine Geology, Vol. 444

  2. Numerical simulation of the stiffness evolution with curing of pavement sections rehabilitated using cold in-place recycling technology

    Construction and Building Materials, Vol. 335

2021

  1. Benchmarking of two three-dimensional numerical models in time/space domain to predict railway-induced ground vibrations

    Earthquake Engineering and Engineering Vibration, Vol. 20, Núm. 1, pp. 245-256

  2. Improvement of the critical speed in high-speed ballasted railway tracks with stone columns: A numerical study on critical length

    Transportation Geotechnics, Vol. 30

2020

  1. Coastal cliff exposure and management

    Ocean and Coastal Management, Vol. 198

  2. Concrete wave barriers to mitigate ground vibrations induced by railway traffic: a three-dimensional numerical study

    Revista de la Construcción, Vol. 19, Núm. 3, pp. 395-406

  3. Multi-criteria characterization and mapping of coastal cliff environments: A case study in NW Spain

    Science of the Total Environment, Vol. 746

  4. Numerical simulation of bitumen emulsion-stabilised base course mixtures with C&D waste aggregates considering nonlinear elastic behaviour

    Construction and Building Materials, Vol. 249

  5. Use of tyre-derived aggregate as backfill material for wave barriers to mitigate railway-induced ground vibrations

    International Journal of Environmental Research and Public Health, Vol. 17, Núm. 24, pp. 1-22

2018

  1. Use of tire-derived aggregate in tunnel cut-and-cover

    Canadian Geotechnical Journal, Vol. 55, Núm. 7, pp. 968-978

2017

  1. Aplicación de una metodología para la predicción de vibraciones ferroviarias en túneles en modelos numéricos 2D: un caso real en Madrid (España)

    Revista Ingenieria de Construccion, Vol. 32, Núm. 3, pp. 173-184

  2. Study of ground vibrations induced by railway traffic in a 3D FEM model formulated in the time domain: experimental validation

    Structure and Infrastructure Engineering, Vol. 13, Núm. 5, pp. 652-664

2016

  1. Aplicación de neumáticos fuera de uso para la construcción de terraplenes ecológicos aligerados

    Reconocimiento, tratamiento y mejora del terreno: 10º Simposio Nacional de Ingeniería Geotécnica : A Coruña, 19, 20 y 21 de octubre de 2016 (Sociedad Española de Mecánica del Suelo e Ingeniería Geotécnica), pp. 753-765

  2. Barreras continuas y discontinuas en el terreno para la reducción de vibraciones provocadas por el tráfico ferroviario: modelización numérica y estudio de eficiencia

    Reconocimiento, tratamiento y mejora del terreno: 10º Simposio Nacional de Ingeniería Geotécnica : A Coruña, 19, 20 y 21 de octubre de 2016 (Sociedad Española de Mecánica del Suelo e Ingeniería Geotécnica), pp. 845-854

  3. Nonlinear elasto-plastic performance prediction of materials stabilized with bitumen emulsion in rural road pavements

    Advances in Engineering Software, Vol. 91, pp. 69-79

  4. Simulación numérica de ensayos de inspección en pilotes

    Reconocimiento, tratamiento y mejora del terreno: 10º Simposio Nacional de Ingeniería Geotécnica : A Coruña, 19, 20 y 21 de octubre de 2016 (Sociedad Española de Mecánica del Suelo e Ingeniería Geotécnica), pp. 363-370

  5. Vibrations inside buildings due to subway railway traffic. Experimental validation of a comprehensive prediction model

    Science of the Total Environment, Vol. 568, pp. 1333-1343

2015

  1. Application of an advanced soil constitutive model to the study of railway vibrations in tunnels through 2D numerical models: a real case in Madrid (Spain)

    Revista de la Construcción, Vol. 14, Núm. 3, pp. 55-63

  2. The influence of degradation of shear modulus of soil on predicted railway vibrations in tunnels excavated with TBM: A numerical analysis

    COMPDYN 2015 - 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering

2014

  1. Analysis of the performance of under-sleeper pads in highspeed line transition zones

    Proceedings of the Institution of Civil Engineers: Transport, Vol. 167, Núm. 2, pp. 63-77