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

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    SYSNO ASEP0559046
    Document TypeJ - Journal Article
    R&D Document TypeJournal Article
    Subsidiary JČlánek ve WOS
    TitleStrength and dilatancy of sand before and after stabilisation with colloidal-silica gel
    Author(s) Triantafyllos, P.K. (GR)
    Georgiannou, V.N. (GR)
    Pavlopoulou, E.M. (GR)
    Dafalias, Yannis F. (UT-L)
    Number of authors4
    Source TitleGeotechnique. - : Institution of Civil Engineers - ISSN 0016-8505
    Roč. 72, č. 6 (2022), s. 471-485
    Number of pages14 s.
    Publication formPrint - P
    Languageeng - English
    CountryGB - United Kingdom
    Keywordsfabric/structure of soils ; laboratory tests ; sands ; shear strength ; soil stabilisation
    Subject RIVJN - Civil Engineering
    OECD categoryMaterials engineering
    R&D ProjectsEF15_003/0000493 GA MŠMT - Ministry of Education, Youth and Sports (MEYS)
    Method of publishingLimited access
    UT WOS000803602000001
    EID SCOPUS85119185222
    DOI10.1680/jgeot.19.P.123
    AnnotationTo 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.
    WorkplaceInstitute of Thermomechanics
    ContactMarie Kajprová, kajprova@it.cas.cz, Tel.: 266 053 154 ; Jana Lahovská, jaja@it.cas.cz, Tel.: 266 053 823
    Year of Publishing2023
    Electronic addresshttps://www.icevirtuallibrary.com/doi/10.1680/jgeot.19.P.123
Number of the records: 1  

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