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Strength and dilatancy of sand before and after stabilisation with colloidal-silica gel

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61388998%3A_____%2F22%3A00559046" target="_blank" >RIV/61388998:_____/22:00559046 - isvavai.cz</a>

  • Result on the web

    <a href="https://www.icevirtuallibrary.com/doi/10.1680/jgeot.19.P.123" target="_blank" >https://www.icevirtuallibrary.com/doi/10.1680/jgeot.19.P.123</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1680/jgeot.19.P.123" target="_blank" >10.1680/jgeot.19.P.123</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Strength and dilatancy of sand before and after stabilisation with colloidal-silica gel

  • Original language description

    To evaluate the effect of stabilisation by using a colloidal silica aqueous gel on the subsequent behaviour of sand, the dilatancy and peak and ultimate strength characteristics of M31 sand were investigated before and after stabilisation. Triaxial compression tests were performed in drained and undrained mode, at effective stresses ranging from 100 to 6000 kPa. Important changes in the sand's mechanical behaviour were observed after stabilisation, including a significant increase in stress ratio and dilatancy rate at peak and a relocation of the treated sand's critical state line in the e–p′ plane, substantially above that manifested by the untreated sand, however, the two lines converged at high stresses. The results confirm a state-dependent behaviour for the sand that is not applicable to the treated sand, which exhibits predominantly stress-dependent behaviour. A modified state parameter was used to normalise the treated sand's behaviour at peak failure.

  • 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

    20501 - Materials engineering

Result continuities

  • Project

    <a href="/en/project/EF15_003%2F0000493" target="_blank" >EF15_003/0000493: Centre of Excellence for Nonlinear Dynamic Behaviour of Advanced Materials in Engineering</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2022

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Geotechnique

  • ISSN

    0016-8505

  • e-ISSN

    1751-7656

  • Volume of the periodical

    72

  • Issue of the periodical within the volume

    6

  • Country of publishing house

    GB - UNITED KINGDOM

  • Number of pages

    14

  • Pages from-to

    471-485

  • UT code for WoS article

    000803602000001

  • EID of the result in the Scopus database

    2-s2.0-85119185222