T-bar to spudcan design approach in single-layer clays and calcareous silts

Muhammad Hossain, Mark Cassidy, Yuxia Hu

    Research output: Contribution to journalArticle

    8 Citations (Scopus)
    460 Downloads (Pure)

    Abstract

    © 2016 American Society of Civil Engineers.Difficulties in obtaining high-quality soil samples from offshore sites and heavy involvement of lab testing and engineering judgment have necessitated increasing reliance on in situ penetrometer tests, giving continuous penetration resistance profiles. This paper reports a framework for estimating spudcan penetration resistance directly from continuous resistance profile of a full-flow penetrometer (T-bar) test in single-layer clays and calcareous silts. The framework was validated chiefly against centrifuge test data, supplemented by some reported field data.
    Original languageEnglish
    Pages (from-to)04016025-1 - 04016025-14
    JournalJournal of Geotechnical and Geoenvironmental Engineering
    Volume142
    Issue number7
    Early online date21 Mar 2016
    DOIs
    Publication statusPublished - Jul 2016

    Fingerprint Dive into the research topics of 'T-bar to spudcan design approach in single-layer clays and calcareous silts'. Together they form a unique fingerprint.

    Cite this