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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. Troncone, Antonello / Pugliese, Luigi / Parise, Andrea / Conte, Enrico (2023): Analysis of a landslide in sensitive clays using the material point method. In: Geotechnical Research, v. 10, n. 2 (June 2023).

    https://doi.org/10.1680/jgere.22.00060

  2. Conte, Enrico / Pugliese, Luigi / Troncone, Antonello / Vena, Mirko (2021): A Simple Approach for Evaluating the Bearing Capacity of Piles Subjected to Inclined Loads. In: International Journal of Geomechanics, v. 21, n. 11 (November 2021).

    https://doi.org/10.1061/(asce)gm.1943-5622.0002215

  3. Conte, Enrico (2006): Plane Strain and Axially Symmetric Consolidation in Unsaturated Soils. In: International Journal of Geomechanics, v. 6, n. 2 (March 2006).

    https://doi.org/10.1061/(asce)1532-3641(2006)6:2(131)

  4. Conte, Enrico / Dente, Giovanni (1989): An Analytical Solution for Newmark's Sliding Block. In: Soils and Foundations, v. 29, n. 3 (September 1989).

    https://doi.org/10.3208/sandf1972.29.3_152

  5. Conte, Enrico (1998): Consolidation of Anisotropic Soil Deposits. In: Soils and Foundations, v. 38, n. 4 (December 1998).

    https://doi.org/10.3208/sandf.38.4_227

  6. Conte, Enrico / Cosentini, Renatomaria / Troncone, Antonello (2009): Geotechnical Parameters from VP and VS Measurements in Unsaturated Soils. In: Soils and Foundations, v. 49, n. 5 (October 2009).

    https://doi.org/10.3208/sandf.49.689

  7. Conte, Enrico / Troncone, Antonello (2018): Simplified analysis of cantilever diaphragm walls in cohesive soils. In: Soils and Foundations, v. 58, n. 6 (December 2018).

    https://doi.org/10.1016/j.sandf.2018.08.012

  8. Conte, Enrico / Cosentini, Renato Maria / Troncone, Antonello (2009): Shear and dilatational wave velocities for unsaturated soils. In: Soil Dynamics and Earthquake Engineering, v. 29, n. 6 (June 2009).

    https://doi.org/10.1016/j.soildyn.2008.11.001

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