STP740: Some Aspects of Clay Behavior and Their Consequences on Modeling Techniques

    Tavenas, F
    Professor, Laval University, Quebec

    Pages: 11    Published: Jan 1981


    Abstract

    Numerical models, as they are applied presently in geotechnical engineering, present serious weaknesses. Basic features of natural soils behavior are presented, and the differences with the common assumptions in constitutive models are pointed out. Some guidselines for the proper use of models and numerical analyses are given.

    Keywords:

    soils, cohesive soils, stress-strain behavior, numerical models


    Paper ID: STP28781S

    Committee/Subcommittee: D18.92

    DOI: 10.1520/STP28781S


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