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Determination of Critical State Parameters in Sandy Soils from Standard Triaxial Testing (I) : Review and Application  

조계춘 (Civil & Environmental Engrg., KAIST)
Publication Information
Journal of the Korean Geotechnical Society / v.19, no.1, 2003 , pp. 61-75 More about this Journal
Abstract
Comprehensive review on the determination of critical state parameters in sandy soils from standard triaxial testing was performed to facilitate the application of critical state soil mechanics to the shear behavior of sandy soils. First, semantic differences in literature were clarified, inferring that critical state should be considered as the ultimate state at large deformation. Second, the characteristics of critical state parameters were discussed, and also the uniqueness of critical state line and the sensitivity of quasi-steady state condition were verified in relation to initial state, fabric, loading condition, and drainage condition. Third, as an example, the critical state soil mechanics was applied to evaluate the post-liquefaction shear strength, i.e. the reliable ultimate shear strength in liquified soils, in terms of critical state parameters.
Keywords
Critical state; Critical state parameters; Friction angle; Post-liquefaction; Sandy soil; Shear strength; Steady state;
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