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Influence of the Grain-Size Distribution Curve of Quartz Sand on the Small Strain Shear Modulus Gmax
Influence of the Grain-Size Distribution Curve of Quartz Sand on the Small Strain Shear Modulus Gmax
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Influence of the Grain-Size Distribution Curve of Quartz Sand on the Small Strain Shear Modulus Gmax

Wichtmann, T ; Triantafyllidis, T

Journal of geotechnical and geoenvironmental engineering, 2009-10, Vol.135 (10), p.1404-1418 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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2
Inspection of three sophisticated constitutive models based on monotonic and cyclic tests on fine sand: Hypoplasticity vs. Sanisand vs. ISA
Inspection of three sophisticated constitutive models based on monotonic and cyclic tests on fine sand: Hypoplasticity vs. Sanisand vs. ISA
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Inspection of three sophisticated constitutive models based on monotonic and cyclic tests on fine sand: Hypoplasticity vs. Sanisand vs. ISA

Wichtmann, T. ; Fuentes, W. ; Triantafyllidis, T.

Soil dynamics and earthquake engineering (1984), 2019-09, Vol.124, p.172-183 [Periódico revisado por pares]

Barking: Elsevier Ltd

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3
On the influence of a non-cohesive fines content on small strain stiffness, modulus degradation and damping of quartz sand
On the influence of a non-cohesive fines content on small strain stiffness, modulus degradation and damping of quartz sand
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On the influence of a non-cohesive fines content on small strain stiffness, modulus degradation and damping of quartz sand

Wichtmann, T. ; Navarrete Hernández, M.A. ; Triantafyllidis, T.

Soil dynamics and earthquake engineering (1984), 2015-02, Vol.69, p.103-114 [Periódico revisado por pares]

Elsevier Ltd

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4
Effect of Uniformity Coefficient on G/Gmax and Damping Ratio of Uniform to Well-Graded Quartz Sands
Effect of Uniformity Coefficient on G/Gmax and Damping Ratio of Uniform to Well-Graded Quartz Sands
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Effect of Uniformity Coefficient on G/Gmax and Damping Ratio of Uniform to Well-Graded Quartz Sands

Wichtmann, T ; Triantafyllidis, T

Journal of geotechnical and geoenvironmental engineering, 2013-01, Vol.139 (1), p.59-72 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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5
On the influence of the sample preparation method on strain accumulation in sand under high-cyclic loading
On the influence of the sample preparation method on strain accumulation in sand under high-cyclic loading
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On the influence of the sample preparation method on strain accumulation in sand under high-cyclic loading

Wichtmann, T. ; Steller, K. ; Triantafyllidis, T.

Soil dynamics and earthquake engineering (1984), 2020-04, Vol.131, p.106028, Article 106028 [Periódico revisado por pares]

Barking: Elsevier Ltd

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6
Inspection of a high-cycle accumulation model for sand based on recalculations of a full-scale test on a gravity base foundation for offshore wind turbines
Inspection of a high-cycle accumulation model for sand based on recalculations of a full-scale test on a gravity base foundation for offshore wind turbines
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Inspection of a high-cycle accumulation model for sand based on recalculations of a full-scale test on a gravity base foundation for offshore wind turbines

Zachert, H. ; Wichtmann, T. ; Kudella, P. ; Triantafyllidis, T.

Computers and geotechnics, 2020-10, Vol.126, p.103727, Article 103727 [Periódico revisado por pares]

New York: Elsevier Ltd

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7
Predicting undrained static response of sand with non-plastic fines in terms of equivalent granular state parameter
Predicting undrained static response of sand with non-plastic fines in terms of equivalent granular state parameter
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Predicting undrained static response of sand with non-plastic fines in terms of equivalent granular state parameter

Porcino, D. D. ; Diano, V. ; Triantafyllidis, T. ; Wichtmann, T.

Acta geotechnica, 2020-04, Vol.15 (4), p.867-882 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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8
Improved simplified calibration procedure for a high-cycle accumulation model
Improved simplified calibration procedure for a high-cycle accumulation model
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Improved simplified calibration procedure for a high-cycle accumulation model

Wichtmann, T. ; Niemunis, A. ; Triantafyllidis, T.

Soil dynamics and earthquake engineering (1984), 2015-03, Vol.70, p.118-132 [Periódico revisado por pares]

Elsevier Ltd

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9
On the influence of the grain size distribution curve on P-wave velocity, constrained elastic modulus M max and Poisson's ratio of quartz sands
On the influence of the grain size distribution curve on P-wave velocity, constrained elastic modulus M max and Poisson's ratio of quartz sands
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On the influence of the grain size distribution curve on P-wave velocity, constrained elastic modulus M max and Poisson's ratio of quartz sands

Wichtmann, T. ; Triantafyllidis, T.

Soil dynamics and earthquake engineering (1984), 2010-08, Vol.30 (8), p.757-766 [Periódico revisado por pares]

Elsevier Ltd

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10
On correlations between “dynamic” (small-strain) and “static” (large-strain) stiffness moduli – An experimental investigation on 19 sands and gravels
On correlations between “dynamic” (small-strain) and “static” (large-strain) stiffness moduli – An experimental investigation on 19 sands and gravels
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On correlations between “dynamic” (small-strain) and “static” (large-strain) stiffness moduli – An experimental investigation on 19 sands and gravels

Wichtmann, T. ; Kimmig, I. ; Triantafyllidis, T.

Soil dynamics and earthquake engineering (1984), 2017-07, Vol.98, p.72-83 [Periódico revisado por pares]

Barking: Elsevier Ltd

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