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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.: 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.

    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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