Volume 31, Issue 1 (January 2008)

    Development of a True Triaxial Apparatus for Sands and Gravels

    (Received 3 January 2006; accepted 9 July 2007)

    Published Online: 2007


      Format Pages Price  
    PDF 13 $25   ADD TO CART


    This paper presents a recently developed true triaxial apparatus and a series of verification studies. The apparatus is capable of handling 241-mm cubical specimens providing the means for testing specimens under a wide variety of stress paths under drained and undrained conditions. It uses flexible boundaries to apply three independently controlled principal stresses with back pressure. The apparatus also uses a fully computer-controlled electro-pneumatic loading system with advanced technology for data control. A testing program is presented for the purpose of verification. Pea-gravel specimens with D50=6.6 mm were tested under fully stress-controlled loading conditions. Stress paths used in this verification study include undrained and drained constant total mean stress paths and conventional triaxial compression and extension stress paths. Results from this study indicate that the newly developed apparatus is capable of capturing the stress-strain characteristics of coarse-grained soils.

    Author Information:

    Choi, Changho
    Senior Researcher, Geotechnical Engineering Research Dept. Korea Institute of Construction Technology,

    Arduino, Pedro
    Associate Professor, University of Washington, Seattle, WA

    Harney, Michael D.
    Doctoral Candidate, University of Washington, Seattle, WA

    Stock #: GTJ100217

    ISSN: 0149-6115

    DOI: 10.1520/GTJ100217

    ASTM International is a member of CrossRef.

    Title Development of a True Triaxial Apparatus for Sands and Gravels
    Symposium , 0000-00-00
    Committee D18