Generalized intergranular strain concept and its application to hypoplastic models
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216208%3A11310%2F24%3A10490417" target="_blank" >RIV/00216208:11310/24:10490417 - isvavai.cz</a>
Result on the web
<a href="https://verso.is.cuni.cz/pub/verso.fpl?fname=obd_publikace_handle&handle=J27VrGZwcJ" target="_blank" >https://verso.is.cuni.cz/pub/verso.fpl?fname=obd_publikace_handle&handle=J27VrGZwcJ</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.compgeo.2024.106480" target="_blank" >10.1016/j.compgeo.2024.106480</a>
Alternative languages
Result language
angličtina
Original language name
Generalized intergranular strain concept and its application to hypoplastic models
Original language description
This work presents a generalized approach for the consideration of small -strain effects in constitutive models for soils. These are thereby particularly important for the simulation of cyclic deformations of soil subjected to small strain amplitudes. The novel generalized intergranular strain (GIS) approach represents an overlay concept for constitutive models and is based on the well-known intergranular strain (IS) concept after Niemunis and Herle (1997), resp. its improvement (ISI) after Duque et al. (2020). However, the novel GIS concept can easily be transferred to different constitutive models (e.g. hypoplastic or elasto-plastic formulations). Based on an extended generalized hypoplastic formulation, the GIS concept is combined with the base hypoplastic constitutive model for sand after von Wolffersdorff (1996) (HP) incorporating the extracted asymptotic state boundary surface (ASBS). The latter is derived and visualized. Different element test simulations with the coupled HP+GIS model and the well-known HP+IS formulation are presented and compared using a parameter set of Zbraslav sand. Thereby, the intrinsic feature of the GIS concept, which prevents overshooting of the ASBS, becomes apparent. Based on the ISI formulation, nonlinear accumulation effects can be reproduced in the GIS concept using a further scalar historiotropic state variable.
Czech name
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Czech description
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Classification
Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
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OECD FORD branch
10505 - Geology
Result continuities
Project
<a href="/en/project/GC21-35764J" target="_blank" >GC21-35764J: Experimental and numerical investigation of coupled thermo-hydro-mechanical behaviour of clay with focus to cyclic processes</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2024
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Computers and Geotechnics
ISSN
0266-352X
e-ISSN
1873-7633
Volume of the periodical
173
Issue of the periodical within the volume
September
Country of publishing house
GB - UNITED KINGDOM
Number of pages
13
Pages from-to
106480
UT code for WoS article
001256623500001
EID of the result in the Scopus database
2-s2.0-85195079041