An assessment of the earth pressure coefficient in overconsolidated clays

Vinayagamoothy Sivakumar, T. Navaneethan, David Hughes, G. Gallagher

    Research output: Contribution to journalArticlepeer-review

    12 Citations (Scopus)

    Abstract

    The determination of the earth pressure coefficient K 0 in a natural clay deposit is a problem of considerable significance in geotechnical engineering. While the methods for evaluation of K 0 are reliable for normally consolidated soils, significant difficulties still exist in evaluating K 0 in overconsolidated clays, given that it is influenced by the stress history of the material, together with the age, structure, mineralogical composition and depositional environment. Indeed, some of these factors are responsible for the soil becoming anisotropic. The existing framework for prediction of K 0 in overconsolidated soils does not account for any influences caused by anisotropy. The work reported in this paper evaluates the validity of a revised relationship between K 0oc and OCR (overconsolidation ratio) using data obtained from laboratory investigations. The tests were performed on reconstituted and undisturbed samples of Belfast Upper Boulder Clay, London Clay and Gault Clay. Tests were also performed on reconstituted samples of kaolin. The values of K 0oc were determined using various approaches, including on-sample measurements. The results have confirmed that reliable predictions of K 0oc can be made using the proposed relationship.
    Original languageEnglish
    Pages (from-to)825-838
    Number of pages14
    JournalGéotechnique
    Volume59
    Issue number10
    DOIs
    Publication statusPublished - 01 Dec 2009

    ASJC Scopus subject areas

    • Earth and Planetary Sciences (miscellaneous)
    • Geotechnical Engineering and Engineering Geology

    Fingerprint

    Dive into the research topics of 'An assessment of the earth pressure coefficient in overconsolidated clays'. Together they form a unique fingerprint.

    Cite this