Modified failure criterion for shales

Musaed N J Al-Awad, B. G D Smart

    Research output: Chapter in Book/Report/Conference proceedingConference contribution

    Abstract

    Most shale rocks which contain an appreciable fraction of reactive clays (e.g. Montmorillonite) will adsorb drilling mud filtrate (water+ions) and cause unstable drilling conditions. When contacted with the mud filtrate, these shales will swell, creating a soft, swollen zone around the wellbore, therefore, the natural mechanical properties or the strength of the swollen shales will decrease causing serious hole problems such as undergauge hole, stuck pipe, overpull on trips, and several other problems. Thus swelling stresses and rock strength reduction must be included in any attempt to effectively model shale mechanical properties after interaction with drilling fluid filtrate. In this study shale swelling stresses were integrated into the prominent Mohr-Coulomb failure criterion and therefore a new form of this criterion has been introduced which combined the natural mechanical properties with swelling stresses to predict the in-situ strength of shales when invaded by the drilling fluid filtrate. The modified failure criterion was verified experimentally.

    Original languageEnglish
    Title of host publicationRock Characterisation, Modelling and Engineering Design Methods - Proceedings of the 3rd ISRM SINOROCK 2013 Symposium
    Pages297-302
    Number of pages6
    Publication statusPublished - 18 Jul 2013
    Event3rd ISRM Symposium on Rock Characterisation, Modelling and Engineering Design Methods - Shanghai, United Kingdom
    Duration: 18 Jun 201320 Jun 2013

    Conference

    Conference3rd ISRM Symposium on Rock Characterisation, Modelling and Engineering Design Methods
    Abbreviated titleSINOROCK 2013
    CountryUnited Kingdom
    CityShanghai
    Period18/06/1320/06/13

    ASJC Scopus subject areas

    • Geology

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  • Cite this

    Al-Awad, M. N. J., & Smart, B. G. D. (2013). Modified failure criterion for shales. In Rock Characterisation, Modelling and Engineering Design Methods - Proceedings of the 3rd ISRM SINOROCK 2013 Symposium (pp. 297-302)