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A. M. Puzrin

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. Puzrin, A. M. / Burland, J. B. / Standing, J. R. (2012): Simple approach to predicting ground displacements caused by tunnelling in undrained anisotropic elastic soil. In: Géotechnique, v. 62, n. 4 (April 2012).

    https://doi.org/10.1680/geot.10.p.127

  2. Randolph, M. F. / Puzrin, A. M. (2003): Upper bound limit analysis of circular foundations on clay under general loading. In: Géotechnique, v. 53, n. 9 (November 2003).

    https://doi.org/10.1680/geot.2003.53.9.785

  3. Zumsteg, R. / Plötze, M. / Puzrin, A. M. (2018): Leaching Characteristics of Chemicals from Conditioned Tunnel Muck. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 144, n. 2 (February 2018).

    https://doi.org/10.1061/(asce)gt.1943-5606.0001790

  4. Addenbrooke, T. I. / Potts, D. M. / Puzrin, A. M. (1997): The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction. In: Géotechnique, v. 47, n. 3 (June 1997).

    https://doi.org/10.1680/geot.1997.47.3.693

  5. Puzrin, A. M. / Houlsby, G. T. (2003): Rate-Dependent Hyperplasticity with Internal Functions. In: Journal of Engineering Mechanics (ASCE), v. 129, n. 3 (March 2003).

    https://doi.org/10.1061/(asce)0733-9399(2003)129:3(252)

  6. Puzrin, A. M. / Shiran, A. (2000): Effects of the constitutive relationship on seismic response of soils. Part II. The site amplification study. In: Soil Dynamics and Earthquake Engineering, v. 19, n. 5 (July 2000).

    https://doi.org/10.1016/s0267-7261(00)00028-2

  7. Puzrin, A. M. / Shiran, A. (2000): Effects of the constitutive relationship on seismic response of soils. Part I. Constitutive modeling of cyclic behavior of soils. In: Soil Dynamics and Earthquake Engineering, v. 19, n. 5 (July 2000).

    https://doi.org/10.1016/s0267-7261(00)00027-0

  8. Sorochan, E. A. / Puzrin, A. M. (1992): Calculation of an inclined foundation with anchors for building on a slope. In: Soil Mechanics and Foundation Engineering, v. 29, n. 2 (March 1992).

    https://doi.org/10.1007/bf02094933

  9. Zumsteg, R. / Puzrin, A. M. / Anagnostou, G. (2016): Effects of slurry on stickiness of excavated clays and clogging of equipment in fluid supported excavations. In: Tunnelling and Underground Space Technology, v. 58 (September 2016).

    https://doi.org/10.1016/j.tust.2016.05.006

  10. Zumsteg, R. / Puzrin, A. M. (2012): Stickiness and adhesion of conditioned clay pastes. In: Tunnelling and Underground Space Technology, v. 31 (September 2012).

    https://doi.org/10.1016/j.tust.2012.04.010

  11. Sorochan, E. A. / Puzrin, A. M. (1990): The stress-strain state of a slope during its construction. In: Soil Mechanics and Foundation Engineering, v. 27, n. 4 (July 1990).

    https://doi.org/10.1007/bf02305646

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