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    Biaxial testing on the properties of pre-cracked partially saturated clay

    171527_14226_52099.pdf (396.1Kb)
    Access Status
    Open access
    Authors
    Fauziah, Miftahul
    Nikraz, Hamid
    Date
    2009
    Type
    Conference Paper
    
    Metadata
    Show full item record
    Citation
    Fauziah, Miftahul and Nikraz, Hamid. 2009. Biaxial testing on the properties of pre-cracked partially saturated clay, in Jin S Chung and Wan C Kan and Sangchul Bang and Kazunori Uchida and Hermann Moshagen (ed), The Nineteenth (2009) International Offshore and Polar Engineering Conference (ISOPE2009), Jun 21 2009, pp. 177-182. Osaka, Japan: International Society of Offshore and Polar Engineers (ISOPE).
    Source Title
    The Proceedings of The Nineteenth (2009) International Offshore and Polar Engineering Conference
    Source Conference
    The Nineteenth (2009) International Offshore and Polar Engineering Conference (ISOPE2009)
    ISBN
    9781880653531
    School
    Department of Civil Engineering
    Remarks

    open access

    Copyright ©2009, International Society of Offshore and Polar Engineers (ISOPE)

    URI
    http://hdl.handle.net/20.500.11937/36750
    Collection
    • Curtin Research Publications
    Abstract

    This paper presents the result of the biaxial testing on the properties of precrack partially saturated clay specimen. A modification of the conventional triaxial apparatus was used in this study. Cell pressure from the triaxial compression test and a rigid loading platen are used to apply the minor and major principle stresses to the specimen. A high air-entry disc (HAED) was used as the interface between the partially saturated soil and the pore water pressure measuring system. Experimental results proved that the existence of crack or fissure in soil influence the mechanical properties of the specimen tested.

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