T. Triantafyllidis
- 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). (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). (2009):
- 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). (2020):
- 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). (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). (2015):
- 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). (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). (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). (2019):
- 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). (2015):
- Seismic pressures on rigid cantilever walls retaining linear poroelastic soil: An exact solution. In: Soil Dynamics and Earthquake Engineering, v. 77 (Oktober 2015). (2015):
- Small-strain constrained elastic modulus of clean quartz sand with various grain size distribution. In: Soil Dynamics and Earthquake Engineering, v. 55 (Dezember 2013). (2013):
- 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). (2016):
- 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). (2017):
- Improved simplified calibration procedure for a high-cycle accumulation model. In: Soil Dynamics and Earthquake Engineering, v. 70 (März 2015). (2015):
- 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). (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). (2010):
- 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). (2017):
- 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). (2019):