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D. Dias ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Veylon, G. / Mouali, L. / Benahmed, N. / Peyras, L. / Duriez, J. / Dias, D. / Antoinet, E. (2024): A general model for the small-strain stiffness of saturated residual soils: back analysis of a database and case study. In: European Journal of Environmental and Civil Engineering, v. 28, n. 9 (March 2024).

    https://doi.org/10.1080/19648189.2023.2293819

  2. Dias, D. / Kastner, R. / Jassionnesse, C. (2002): Sols renforcés par Boulonnage—Etude numérique et application au front de taille d'un tunnel profond. In: Géotechnique, v. 52, n. 1 (February 2002).

    https://doi.org/10.1680/geot.2002.52.1.15

  3. Dias, D. / Kastner, R. / Jassionnesse, C. (2002): Sols renforcés par Boulonnage—Etude numérique et application au front de taille d'un tunnel profond. In: Géotechnique, v. 52, n. 1 (February 2002).

    https://doi.org/10.1680/geot.52.1.15.40822

  4. Janin, J. P. / Dias, D. / Emeriault, F. / Kastner, R. / Le Bissonnais, H. / Guilloux, A. (2015): Numerical back-analysis of the southern Toulon tunnel measurements: a comparison of 3D and 2D approaches. In: Engineering Geology, v. 195 (September 2015).

    https://doi.org/10.1016/j.enggeo.2015.04.028

  5. Li, T. Z. / Dias, D. / Li, Z. W. (2020): Failure potential of a circular tunnel face under steady-state unsaturated flow condition. In: Computers and Geotechnics, v. 117 (January 2020).

    https://doi.org/10.1016/j.compgeo.2019.103231

  6. Du, D. C. / Dias, D. / Do, N. A. / Oreste, P. P. (2018): Hyperstatic Reaction Method for the Design of U-Shaped Tunnel Supports. In: International Journal of Geomechanics, v. 18, n. 6 (June 2018).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001127

  7. Moreira, N. / Miranda, T. / Pinheiro, M. / Fernandes, P. / Dias, D. / Costa, L. / Sena-Cruz, J. (2013): Back analysis of geomechanical parameters in underground works using an Evolution Strategy algorithm. In: Tunnelling and Underground Space Technology, v. 33 (January 2013).

    https://doi.org/10.1016/j.tust.2012.08.011

  8. Miranda, T. / Dias, D. / Eclaircy-Caudron, S. / Gomes Correia, A. / Costa, L. (2011): Back analysis of geomechanical parameters by optimisation of a 3D model of an underground structure. In: Tunnelling and Underground Space Technology, v. 26, n. 6 (November 2011).

    https://doi.org/10.1016/j.tust.2011.05.010

  9. Miranda, T. / Dias, D. / Pinheiro, M. / Eclaircy-Caudron, S. (2015): Tunnel engineering – influence of the type and the quantity of measurements in the back analysis of geomechanical parameters. In: European Journal of Environmental and Civil Engineering, v. 20, n. 1 (March 2015).

    https://doi.org/10.1080/19648189.2015.1013640

  10. Guo, X. / Baroth, J. / Dias, D. / Simon, A. (2018): An analytical model for the monitoring of pore water pressure inside embankment dams. In: Engineering Structures, v. 160 (April 2018).

    https://doi.org/10.1016/j.engstruct.2018.01.054

  11. de Granrut, M. / Simon, A. / Dias, D. (2019): Artificial neural networks for the interpretation of piezometric levels at the rock-concrete interface of arch dams. In: Engineering Structures, v. 178 (January 2019).

    https://doi.org/10.1016/j.engstruct.2018.10.033

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