Strength reduction of till under dynamic pore pressure condition

R. Harley, V. Sivakumar, D. Hughes, S. Donohue

    Research output: Contribution to journalArticle

    60 Citations (Scopus)
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    Abstract

    Cuttings in heavily overconsolidated clays are known to be susceptible to progressive deformation caused by creep and fatigue that usually begins at the toe of the slope. The progressive deformation leads to strength reduction with time at constant stress (or called softening) and could be accelerated by fluctuation of groundwater level associated with more extreme rainfall events predicted through climate change. The purpose of this paper is to assess the mechanism of progressive deformation due to creep and fatigue using element testing on samples of till. The samples were subjected to fully drained loading and the deviator stresses were held constant at various percentages of peak failure stress, while the pore water pressure was kept static or dynamic (fluctuating ±5 kPa) over a period of time. The results have shown that the samples experienced significant deformation even at a higher factor of safety (i.e. the failure deviator stress/deviator stress at which the pore water pressure was fluctuated) under pore water pressure dynamics.
    Original languageEnglish
    Pages (from-to)83-88
    Number of pages6
    JournalGeotechnique Letters
    Volume6
    Issue number1
    Early online date08 Feb 2016
    DOIs
    Publication statusPublished - Mar 2016

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