All

What are you looking for?

All
Projects
Results
Organizations

Quick search

  • Projects supported by TA ČR
  • Excellent projects
  • Projects with the highest public support
  • Current projects

Smart search

  • That is how I find a specific +word
  • That is how I leave the -word out of the results
  • “That is how I can find the whole phrase”

Insights into void ratio redistribution during undrained monotonic shearing of Malaysian kaolin

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216208%3A11310%2F25%3A10513598" target="_blank" >RIV/00216208:11310/25:10513598 - isvavai.cz</a>

  • Result on the web

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

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1680/jgele.24.00168" target="_blank" >10.1680/jgele.24.00168</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Insights into void ratio redistribution during undrained monotonic shearing of Malaysian kaolin

  • Original language description

    This article experimentally and numerically evaluates the void ratio redistribution observed during undrained monotonic shearing of Malaysian kaolin at different loading rates. On the one hand, undrained monotonic triaxial tests were performed on normally consolidated samples of Malaysian kaolin. In these tests, the void ratio was measured in different sections of the sample before and after the undrained monotonic shearing stage. On the other hand, fully coupled three-dimensional numerical simulations were conducted using an anisotropic hypoplastic model for clays. The experimental and numerical results revealed that, although there was obviously no variation in the global void ratio during undrained monotonic shearing, a redistribution of void ratio was observed within the samples, remarkable at all loading rates investigated. Numerical simulations also revealed significant pore water pressure inhomogeneity, which, however, decreased with decreasing loading rates. The rigid end platens further imposed significant inhomogeneity of total stress state within the samples. The reasons for these observations are thoroughly analysed and discussed throughout the article. The results show that assumptions adopted in calibrations of constitutive models using single element tests (constant volume and homogeneous stress and pore water pressure distribution) do not adequately reproduce the more complex reality.

  • 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>S - Specificky vyzkum na vysokych skolach<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

    Geotechnique Letters

  • ISSN

    2049-825X

  • e-ISSN

  • Volume of the periodical

    15

  • Issue of the periodical within the volume

    3

  • Country of publishing house

    GB - UNITED KINGDOM

  • Number of pages

    10

  • Pages from-to

    226-235

  • UT code for WoS article

    001483068600001

  • EID of the result in the Scopus database

    2-s2.0-105003961163