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A. M. Puzrin

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  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 (Februar 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 (Juni 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 (März 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 (Juli 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 (Juli 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 (März 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 (Juli 1990).

    https://doi.org/10.1007/bf02305646

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