0
  • DE
  • EN
  • FR
  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

A. M. Puzrin

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  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. Dans: Géotechnique, v. 62, n. 4 (avril 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. Dans: Géotechnique, v. 53, n. 9 (novembre 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. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 144, n. 2 (février 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. Dans: Géotechnique, v. 47, n. 3 (juin 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. Dans: Journal of Engineering Mechanics (ASCE), v. 129, n. 3 (mars 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. Dans: Soil Dynamics and Earthquake Engineering, v. 19, n. 5 (juillet 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. Dans: Soil Dynamics and Earthquake Engineering, v. 19, n. 5 (juillet 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. Dans: Soil Mechanics and Foundation Engineering, v. 29, n. 2 (mars 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. Dans: Tunnelling and Underground Space Technology, v. 58 (septembre 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. Dans: Tunnelling and Underground Space Technology, v. 31 (septembre 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. Dans: Soil Mechanics and Foundation Engineering, v. 27, n. 4 (juillet 1990).

    https://doi.org/10.1007/bf02305646

Rechercher une publication...

Disponible seulement avec
Mon Structurae

Texte intégral
Structurae coopère avec
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine