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Neohypoplasticity for Sand Coupled With the Generalized Intergranular Strain Concept

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216208%3A11310%2F25%3A10513587" target="_blank" >RIV/00216208:11310/25:10513587 - isvavai.cz</a>

  • Result on the web

    <a href="https://verso.is.cuni.cz/pub/verso.fpl?fname=obd_publikace_handle&handle=wDY7h2rvgW" target="_blank" >https://verso.is.cuni.cz/pub/verso.fpl?fname=obd_publikace_handle&handle=wDY7h2rvgW</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1002/nag.70027" target="_blank" >10.1002/nag.70027</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Neohypoplasticity for Sand Coupled With the Generalized Intergranular Strain Concept

  • Original language description

    This work presents the coupling of the recently revisited advanced hypoplastic constitutive sand model called neohypoplasticity (NHP) with the more recently introduced concept of the generalized intergranular strain (GIS) to account for soil behavior due to small strains. The latter is essential for the simulation of cyclic deformations. In addition to the effective Cauchy-stress &quot;σ&quot; and the void ratio &quot;e&quot;, the resulting NHP+GIS formulation includes a fabric tensor &quot;z&quot; (to account for the anisotropic soil structure), the intergranular strain &quot;h&quot;, and a cyclic preloading variable &quot;Ω&quot; as state variables. The parameter calibration of the 11 NHP and 10 GIS parameters is discussed in detail and significantly simplified compared to previous NHP versions. Element test simulations of monotonic and cyclic tests and their comparison with experimental data from Karlsruhe fine sand (KFS) and Zbraslav sand (ZS) reveal the satisfying performance of the novel model. The NHP+GIS model captures soil anisotropy effects and static liquefaction in loose sand. Cyclic mobility can be modeled irrespective of soil density. Finally, the NHP+GIS model is applied to a bifurcation problem under plane strain conditions, demonstrating its applicability in initial boundary value problems.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    10505 - Geology

Result continuities

  • Project

    <a href="/en/project/LUC24143" target="_blank" >LUC24143: Conceptualisation and modelling of thermal energy storage for hybrid district heating and cooling systems in the Czech Republic</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2025

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Name of the periodical

    International Journal for Numerical and Analytical Methods in Geomechanics

  • ISSN

    0363-9061

  • e-ISSN

    1096-9853

  • Volume of the periodical

    49

  • Issue of the periodical within the volume

    15

  • Country of publishing house

    GB - UNITED KINGDOM

  • Number of pages

    25

  • Pages from-to

    3484-3508

  • UT code for WoS article

    001542946300001

  • EID of the result in the Scopus database

    2-s2.0-105012373384