Volume 3, Issue 1 (March 1980)

    Testing for Evaluation of Stress-Strain Behavior of Clays

    CODEN: GTJOAD

      Format Pages Price  
    PDF 12 $25   ADD TO CART


    Abstract

    A technique to predict the stress-strain behavior of clays along various stress paths is presented. The experimental results of stress-controlled triaxial pure shear and consolidation tests conducted on normally consolidated and lightly overconsolidated samples are given, and a method to evaluate the parameters required for prediction by the proposed technique is discussed. Comparison between experimental and predicted stress-strain behavior of normally consolidated and lightly overconsolidated samples along stress paths shows that the technique predicts the behavior quite well.


    Author Information:

    Yudhbir,
    Professor of civil engineering and research scholar, Department of Civil Engineering, Kanpur,

    Jain, KK
    Professor of civil engineering and research scholar, Department of Civil Engineering, Kanpur,


    Stock #: GTJ10470J

    ISSN: 0149-6115

    DOI: 10.1520/GTJ10470J

    ASTM International is a member of CrossRef.

    Author
    Title Testing for Evaluation of Stress-Strain Behavior of Clays
    Symposium , 0000-00-00
    Committee D18