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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. Jafarian, Y. / Miraei, M. (2019): Scalar- and Vector-Valued Fragility Analyses of Gravity Quay Wall on Liquefiable Soil: Example of Kobe Port. Dans: International Journal of Geomechanics, v. 19, n. 5 (mai 2019).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001382

  2. Mehrzad, B. / Jafarian, Y. / Lee, C. J. / Haddad, A. H. (2018): Centrifuge study into the effect of liquefaction extent on permanent settlement and seismic response of shallow foundations. Dans: Soils and Foundations, v. 58, n. 1 (février 2018).

    https://doi.org/10.1016/j.sandf.2017.12.006

  3. Fallahzadeh, M. / Haddad, A. / Jafarian, Y. / Lee, C. J. (2019): Seismic performance of end-bearing piled raft with countermeasure strategy against liquefaction using centrifuge model tests. Dans: Bulletin of Earthquake Engineering, v. 17, n. 11 (juillet 2019).

    https://doi.org/10.1007/s10518-019-00696-z

  4. Jafarian, Y. / Mehrzad, B. / Lee, C. J. / Haddad, A. H. (2017): Centrifuge modeling of seismic foundation-soil-foundation interaction on liquefiable sand. Dans: Soil Dynamics and Earthquake Engineering, v. 97 (juin 2017).

    https://doi.org/10.1016/j.soildyn.2017.03.019

  5. Baziar, M. H. / Jafarian, Y. (2007): Assessment of liquefaction triggering using strain energy concept and ANN model: Capacity Energy. Dans: Soil Dynamics and Earthquake Engineering, v. 27, n. 12 (décembre 2007).

    https://doi.org/10.1016/j.soildyn.2007.03.007

  6. Jafarian, Y. / Sadeghi Abdollahi, A. / Vakili, R. / Baziar, M. H. (2010): Probabilistic correlation between laboratory and field liquefaction potentials using relative state parameter index (ξR). Dans: Soil Dynamics and Earthquake Engineering, v. 30, n. 10 (octobre 2010).

    https://doi.org/10.1016/j.soildyn.2010.04.017

  7. Jafarian, Y. / Towhata, I. / Baziar, M. H. / Noorzad, A. / Bahmanpour, A. (2012): Strain energy based evaluation of liquefaction and residual pore water pressure in sands using cyclic torsional shear experiments. Dans: Soil Dynamics and Earthquake Engineering, v. 35 (avril 2012).

    https://doi.org/10.1016/j.soildyn.2011.11.006

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