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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. Peila, D. (1994): A theoretical study of reinforcement influence on the stability of a tunnel face. In: Geotechnical and Geological Engineering, v. 12, n. 3 (September 1994).

    https://doi.org/10.1007/bf00426984

  2. Todaro, C. / Carigi, A. / Peila, L. / Martinelli, D. / Peila, D. (2022): Soil conditioning tests of clay for EPB tunnelling. In: Underground Space, v. 7, n. 4 (August 2022).

    https://doi.org/10.1016/j.undsp.2021.11.002

  3. Peila, D. / Marchino, C. / Todaro, C. / Luciani, A. (2017): Comparison of the Results of Analytical and Numerical Models of Pre-Reinforcement in Shallow Tunnels. In: Archives of Civil Engineering, v. 63, n. 4 (December 2017).

    https://doi.org/10.1515/ace-2017-0045

  4. Martinelli, Daniele / Todaro, C. / Luciani, A. / Peila, D. (2019): Use of a large triaxial cell for testing conditioned soil for EPBS tunnelling. In: Tunnelling and Underground Space Technology, v. 94 (December 2019).

    https://doi.org/10.1016/j.tust.2019.103126

  5. Pelizza, S. / Oreste, P. P. / Peila, D. / Oggeri, C. (2000): Stability analysis of a large cavern in Italy for quarrying exploitation of a pink marble. In: Tunnelling and Underground Space Technology, v. 15, n. 4 (October 2000).

    https://doi.org/10.1016/s0886-7798(01)00011-6

  6. Oreste, P. P. / Peila, D. / Marchionni, V. / Sterling, R. (2001): Analysis of the problems connected to the sinking of micro-TBMs in difficult grounds. In: Tunnelling and Underground Space Technology, v. 16 (January 2001).

    https://doi.org/10.1016/s0886-7798(02)00064-0

  7. Peila, D. / Pelizza, S. (1995): Civil reuses of underground mine openings: a summary of international experience. In: Tunnelling and Underground Space Technology, v. 10, n. 2 (April 1995).

    https://doi.org/10.1016/0886-7798(95)00006-k

  8. Peila, D. / Oreste, P. P. / Rabajoli, G. / Trabucco, E. (1995): The pretunnel method, a new Italian technology for full-face tunnel excavation: A numerical approach to design. In: Tunnelling and Underground Space Technology, v. 10, n. 3 (July 1995).

    https://doi.org/10.1016/0886-7798(95)00017-s

  9. Peila, D. / Pelizza, S. (2002): Criteria for technical and environmental design of tunnel portals. In: Tunnelling and Underground Space Technology, v. 17, n. 4 (October 2002).

    https://doi.org/10.1016/s0886-7798(02)00028-7

  10. Bottero, M. / Peila, D. (2005): The use of the Analytic Hierarchy Process for the comparison between microtunnelling and trench excavation. In: Tunnelling and Underground Space Technology, v. 20, n. 6 (November 2005).

    https://doi.org/10.1016/j.tust.2005.03.004

  11. Peila, D. (2014): Soil conditioning for EPB shield tunnelling. In: KSCE Journal of Civil Engineering, v. 18, n. 3 (March 2014).

    https://doi.org/10.1007/s12205-014-0023-3

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