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Y. Jafarian ORCID

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. Jafarian, Y. / Miraei, M. (2019): Scalar- and Vector-Valued Fragility Analyses of Gravity Quay Wall on Liquefiable Soil: Example of Kobe Port. In: International Journal of Geomechanics, v. 19, n. 5 (May 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. In: Soils and Foundations, v. 58, n. 1 (February 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. In: Bulletin of Earthquake Engineering, v. 17, n. 11 (July 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. In: Soil Dynamics and Earthquake Engineering, v. 97 (June 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. In: Soil Dynamics and Earthquake Engineering, v. 27, n. 12 (December 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). In: Soil Dynamics and Earthquake Engineering, v. 30, n. 10 (October 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. In: Soil Dynamics and Earthquake Engineering, v. 35 (April 2012).

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

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