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T. Triantafyllidis

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. Wichtmann, T. / Triantafyllidis, T. (2009): Influence of the Grain-Size Distribution Curve of Quartz Sand on the Small Strain Shear Modulus Gmax. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 135, n. 10 (octobre 2009).

    https://doi.org/10.1061/(ASCE)GT.1943-5606.0000096

  2. Rondón, H. A. / Wichtmann, T. / Triantafyllidis, T. / Lizcano, A. (2009): Comparison of Cyclic Triaxial Behavior of Unbound Granular Material under Constant and Variable Confining Pressure. Dans: Journal of Transportation Engineering, v. 135, n. 7 (juillet 2009).

    https://doi.org/10.1061/(asce)te.1943-5436.0000009

  3. Wichtmann, T. / Steller, K. / Triantafyllidis, T. (2020): On the influence of the sample preparation method on strain accumulation in sand under high-cyclic loading. Dans: Soil Dynamics and Earthquake Engineering, v. 131 (avril 2020).

    https://doi.org/10.1016/j.soildyn.2019.106028

  4. Wichtmann, T. / Navarrete Hernández, M. A. / Triantafyllidis, T. (2015): On the influence of a non-cohesive fines content on small strain stiffness, modulus degradation and damping of quartz sand. Dans: Soil Dynamics and Earthquake Engineering, v. 69 (février 2015).

    https://doi.org/10.1016/j.soildyn.2014.10.017

  5. Wichtmann, T. / Triantafyllidis, T. (2015): Stress attractors predicted by a high-cycle accumulation model confirmed by undrained cyclic triaxial tests. Dans: Soil Dynamics and Earthquake Engineering, v. 69 (février 2015).

    https://doi.org/10.1016/j.soildyn.2014.10.013

  6. Wichtmann, T. / Kimmig, I. / Steller, K. / Triantafyllidis, T. / Back, M. / Dahmen, D. (2019): Correlations of the liquefaction resistance of sands in spreader dumps of lignite opencast mines with CPT tip resistance and shear wave velocity. Dans: Soil Dynamics and Earthquake Engineering, v. 124 (septembre 2019).

    https://doi.org/10.1016/j.soildyn.2019.05.002

  7. Wichtmann, T. / Fuentes, W. / Triantafyllidis, T. (2019): Inspection of three sophisticated constitutive models based on monotonic and cyclic tests on fine sand: Hypoplasticity vs. Sanisand vs. ISA. Dans: Soil Dynamics and Earthquake Engineering, v. 124 (septembre 2019).

    https://doi.org/10.1016/j.soildyn.2019.05.001

  8. Wichtmann, T. / Steller, K. / Triantafyllidis, T. / Back, M. / Dahmen, D. (2019): An experimental parametric study on the liquefaction resistance of sands in spreader dumps of lignite opencast mines. Dans: Soil Dynamics and Earthquake Engineering, v. 122 (juillet 2019).

    https://doi.org/10.1016/j.soildyn.2018.11.010

  9. Wichtmann, T. / Triantafyllidis, T. (2015): Inspection of a high-cycle accumulation model for large numbers of cycles (N=2 million). Dans: Soil Dynamics and Earthquake Engineering, v. 75 (août 2015).

    https://doi.org/10.1016/j.soildyn.2015.04.008

  10. Papagiannopoulos, G. A. / Beskos, D. E. / Triantafyllidis, T. (2015): Seismic pressures on rigid cantilever walls retaining linear poroelastic soil: An exact solution. Dans: Soil Dynamics and Earthquake Engineering, v. 77 (octobre 2015).

    https://doi.org/10.1016/j.soildyn.2015.05.015

  11. Wichtmann, T. / Triantafyllidis, T. (2013): Small-strain constrained elastic modulus of clean quartz sand with various grain size distribution. Dans: Soil Dynamics and Earthquake Engineering, v. 55 (décembre 2013).

    https://doi.org/10.1016/j.soildyn.2013.08.006

  12. Vrettos, C. / Beskos, D. E. / Triantafyllidis, T. (2016): Seismic pressures on rigid cantilever walls retaining elastic continuously non-homogeneous soil: An exact solution. Dans: Soil Dynamics and Earthquake Engineering, v. 82 (mars 2016).

    https://doi.org/10.1016/j.soildyn.2015.12.006

  13. Wichtmann, T. / Triantafyllidis, T. (2017): Strain accumulation due to packages of cycles with varying amplitude and/or average stress – On the bundling of cycles and the loss of the cyclic preloading memory. Dans: Soil Dynamics and Earthquake Engineering, v. 101 (octobre 2017).

    https://doi.org/10.1016/j.soildyn.2017.07.012

  14. Wichtmann, T. / Niemunis, A. / Triantafyllidis, T. (2015): Improved simplified calibration procedure for a high-cycle accumulation model. Dans: Soil Dynamics and Earthquake Engineering, v. 70 (mars 2015).

    https://doi.org/10.1016/j.soildyn.2014.12.011

  15. Wichtmann, T. / Niemunis, A. / Triantafyllidis, T. (2010): Strain accumulation in sand due to drained cyclic loading: On the effect of monotonic and cyclic preloading (Miner's rule). Dans: Soil Dynamics and Earthquake Engineering, v. 30, n. 8 (août 2010).

    https://doi.org/10.1016/j.soildyn.2010.03.004

  16. Wichtmann, T. / Triantafyllidis, T. (2010): On the influence of the grain size distribution curve on P-wave velocity, constrained elastic modulus Mmax and Poisson's ratio of quartz sands. Dans: Soil Dynamics and Earthquake Engineering, v. 30, n. 8 (août 2010).

    https://doi.org/10.1016/j.soildyn.2010.03.006

  17. Wichtmann, T. / Kimmig, I. / Triantafyllidis, T. (2017): On correlations between "dynamic" (small-strain) and "static" (large-strain) stiffness moduli – An experimental investigation on 19 sands and gravels. Dans: Soil Dynamics and Earthquake Engineering, v. 98 (juillet 2017).

    https://doi.org/10.1016/j.soildyn.2017.03.032

  18. Wichtmann, T. / Triantafyllidis, T. / Ziesmann, L. (2019): On the influence of platy shell particles on the cumulative deformations in sand under drained high-cyclic loading. Dans: Soil Dynamics and Earthquake Engineering, v. 117 (février 2019).

    https://doi.org/10.1016/j.soildyn.2018.11.005

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