Determination of hypoplastic parameters for a typical gravel backfill material of railway bridges

Alexander Stastny*, Lukas Knittel, Franz Tschuchnigg, Thomas Meier

*Korrespondierende/r Autor/-in für diese Arbeit

Publikation: Beitrag in Buch/Bericht/KonferenzbandBeitrag in einem KonferenzbandBegutachtung

Abstract

Laboratory test programs on gravel are rare due to the maximum grain size of the material. In this paper an experimental
program with triaxial tests under cyclic loading and oedometric tests on highly compacted gravel specimens, representa-
tive for bridge backfills materials, is summarized. It is used to calibrate a hypoplastic constitutive model, which includes
an extension for intergranular strain to account for the cyclic loading behaviour. So far calibrated parameter sets of this
soil model are scarce in literature, especially for coarse grained materials. The calibrated parameter set can be used in
numerical studies, e. g. on the cyclic soil structure interaction of integral railway bridges
Originalspracheenglisch
TitelIS-Porto 2023 - Proceedings
Untertitel8th International Symposium on Deformation Characteristics of Geomaterials
ErscheinungsortPorto
Seitenumfang6
Band1
PublikationsstatusVeröffentlicht - 3 Sept. 2023
Veranstaltung8th International Symposium on Deformation Characteristics of Geomaterials: IS-Porto 2023 - Porto, Portugal
Dauer: 3 Sept. 20239 Sept. 2023

Konferenz

Konferenz8th International Symposium on Deformation Characteristics of Geomaterials
KurztitelIS-Porto 2023
Land/GebietPortugal
OrtPorto
Zeitraum3/09/239/09/23

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