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E. E. Alonso

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. Alonso, E. E. / Pinyol, N. M. / Gens, A. (2013): Compacted soil behaviour: initial state, structure and constitutive modelling. In: Géotechnique, v. 63, n. 6 (May 2013).

    https://doi.org/10.1680/geot.11.P.134

  2. Alonso, E. E. / Josa, A. / Ledesma, A. (1984): Negative skin friction on piles: a simplified analysis and prediction procedure. In: Géotechnique, v. 34, n. 3 (September 1984).

    https://doi.org/10.1680/geot.1984.34.3.341

  3. Oldecop, L. A. / Alonso, E. E. (2001): A model for rockfill compressibility. In: Géotechnique, v. 51, n. 2 (March 2001).

    https://doi.org/10.1680/geot.2001.51.2.127

  4. Alonso, E. E. (1976): Risk analysis of slopes and its application to slopes in Canadian sensitive clays. In: Géotechnique, v. 26, n. 3 (September 1976).

    https://doi.org/10.1680/geot.1976.26.3.453

  5. Alonso, E. E. / Pereira, J.-M. / Vaunat, J. / Olivella, S. (2010): A microstructurally based effective stress for unsaturated soils. In: Géotechnique, v. 60, n. 12 (December 2010).

    https://doi.org/10.1680/geot.8.P.002

  6. Lloret, A. / Villar, M. V. / Sanchez, M. / Gens, A. / Pintado, X. / Alonso, E. E. (2003): Mechanical behaviour of heavily compacted bentonite under high suction changes. In: Géotechnique, v. 53, n. 1 (February 2003).

    https://doi.org/10.1680/geot.2003.53.1.27

  7. Oldecop, L. A. / Alonso, E. E. (2007): Theoretical investigation of the time-dependent behaviour of rockfill. In: Géotechnique, v. 57, n. 3 (April 2007).

    https://doi.org/10.1680/geot.2007.57.3.289

  8. Alonso, E. E. / Gens, A. / Josa, A. (1990): A constitutive model for partially saturated soils. In: Géotechnique, v. 40, n. 3 (September 1990).

    https://doi.org/10.1680/geot.1990.40.3.405

  9. Gens, A. / Sanchez, M. / Guimarães, L. Do N. / Alonso, E. E. / Lloret, A. / Olivella, S. / Villar, M. V. / Huertas, F. (2009): A full-scale in situ heating test for high-level nuclear waste disposal: observations, analysis and interpretation. In: Géotechnique, v. 59, n. 4 (May 2009).

    https://doi.org/10.1680/geot.2009.59.4.377

  10. Yerro, A. / Alonso, E. E. / Pinyol, N. M. (2015): The material point method for unsaturated soils. In: Géotechnique, v. 65, n. 3 (March 2015).

    https://doi.org/10.1680/geot.14.P.163

  11. Ledesma, A. / Alonso, E. E. (2018): Protecting sensitive constructions from the impact of tunnelling: the case of World Heritage buildings in Barcelona. Presented at: Tunnelling in the Urban Environment, Géotechnique Symposium, 2017.

    https://doi.org/10.1680/tue.63778.047

  12. Alonso, E. E. / Berdugo, I. R. / Ramon, A. (2013): Extreme expansive phenomena in anhydritic-gypsiferous claystone: the case of Lilla tunnel. In: Géotechnique, v. 63, n. 7 (June 2013).

    https://doi.org/10.1680/geot.12.p.143

  13. Gens, A. / Ledesma, A. / Alonso, E. E. (1996): Estimation of parameters in geotechnical backanalysis — II. Application to a tunnel excavation problem. In: Computers and Geotechnics, v. 18, n. 1 (January 1996).

    https://doi.org/10.1016/0266-352x(95)00022-3

  14. Alonso, E. E. / Olivella, S. / Soriano, A. / Pinyol, N. M. / Esteban, F. (2011): Modelling the response of Lechago earth and rockfill dam. In: Géotechnique, v. 61, n. 5 (May 2011).

    https://doi.org/10.1680/geot.sip11.p.013

  15. Alonso, E. E. / Olivella, S. / Pinyol, N. M. (2005): A review of Beliche Dam. In: Géotechnique, v. 55, n. 4 (May 2005).

    https://doi.org/10.1680/geot.2005.55.4.267

  16. Zabala, F. / Alonso, E. E. (2011): Progressive failure of Aznalcóllar dam using the material point method. In: Géotechnique, v. 61, n. 9 (September 2011).

    https://doi.org/10.1680/geot.9.p.134

  17. Alonso, E. E. / Gens, A. (2006): Aznalcóllar dam failure. Part 3: Dynamics of the motion. In: Géotechnique, v. 56, n. 3 (April 2006).

    https://doi.org/10.1680/geot.2006.56.3.203

  18. Gens, A. / Alonso, E. E. (2006): Aznalcóllar dam failure. Part 2: Stability conditions and failure mechanism. In: Géotechnique, v. 56, n. 3 (April 2006).

    https://doi.org/10.1680/geot.2006.56.3.185

  19. Alonso, E. E. / Gens, A. (2006): Aznalcóllar dam failure. Part 1: Field observations and material properties. In: Géotechnique, v. 56, n. 3 (April 2006).

    https://doi.org/10.1680/geot.2006.56.3.165

  20. Costa, L. M. / Alonso, E. E. (2009): Predicting the Behavior of an Earth and Rockfill Dam under Construction. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 135, n. 7 (July 2009).

    https://doi.org/10.1061/(asce)gt.1943-5606.0000058

  21. Alonso, E. E. / Ramon, A. (2013): Heave of a railway bridge induced by gypsum crystal growth: field observations. In: Géotechnique, v. 63, n. 9 (July 2013).

    https://doi.org/10.1680/geot.12.p.034

  22. Ramon, A. / Alonso, E. E. (2013): Heave of a railway bridge: modelling gypsum crystal growth. In: Géotechnique, v. 63, n. 9 (July 2013).

    https://doi.org/10.1680/geot.12.p.035

  23. Chávez, C. / Alonso, E. E. (2003): A Constitutive Model for Crushed Granular Aggregates Which Includes Suction Effects. In: Soils and Foundations, v. 43, n. 4 (August 2003).

    https://doi.org/10.3208/sandf.43.4_215

  24. Cardoso, R. / Alonso, E. E. (2009): Degradation of Compacted Marls: A Microstructural Investigation. In: Soils and Foundations, v. 49, n. 3 (June 2009).

    https://doi.org/10.3208/sandf.49.315

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