0
  • DE
  • EN
  • FR
  • Internationale Datenbank und Galerie für Ingenieurbauwerke

Anzeige

T. Triantafyllidis

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

  1. Wichtmann, T. / Triantafyllidis, T. (2009): Influence of the Grain-Size Distribution Curve of Quartz Sand on the Small Strain Shear Modulus Gmax. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 135, n. 10 (Oktober 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. In: Journal of Transportation Engineering, v. 135, n. 7 (Juli 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. In: Soil Dynamics and Earthquake Engineering, v. 131 (April 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. In: Soil Dynamics and Earthquake Engineering, v. 69 (Februar 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. In: Soil Dynamics and Earthquake Engineering, v. 69 (Februar 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. In: Soil Dynamics and Earthquake Engineering, v. 124 (September 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. In: Soil Dynamics and Earthquake Engineering, v. 124 (September 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. In: Soil Dynamics and Earthquake Engineering, v. 122 (Juli 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). In: Soil Dynamics and Earthquake Engineering, v. 75 (August 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. In: Soil Dynamics and Earthquake Engineering, v. 77 (Oktober 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. In: Soil Dynamics and Earthquake Engineering, v. 55 (Dezember 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. In: Soil Dynamics and Earthquake Engineering, v. 82 (März 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. In: Soil Dynamics and Earthquake Engineering, v. 101 (Oktober 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. In: Soil Dynamics and Earthquake Engineering, v. 70 (März 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). In: Soil Dynamics and Earthquake Engineering, v. 30, n. 8 (August 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. In: Soil Dynamics and Earthquake Engineering, v. 30, n. 8 (August 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. In: Soil Dynamics and Earthquake Engineering, v. 98 (Juli 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. In: Soil Dynamics and Earthquake Engineering, v. 117 (Februar 2019).

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

Eine Veröffentlichung suchen...

Nur verfügbar mit
Mein Structurae

Volltext
Structurae kooperiert mit
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine