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Publications by [Vettel J. J.]

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The hyperbolic stress-strain model has been shown to be valid for modeling the nonlinear stress-strain hehavior of soils prior to failure in soil-structure interaction. However, guidelines for selecting hyperbolic stress-strain pa­rameters for silts have not ...
Reference: Journal of Geotechnical and Geoenvironmental Engineering, Vol 120, No 2, 1994
A new test procedure is presented that yields drained residual strengths that are in excellent agreement with field case histories.
Reference: Geotechnical Testing Journal, GTJODJ, Vol 15, No 1, 1992 pp 24 - 32
Procedure for estimating the effective stress hyperbolic stress - strain parameters for normaly consolidated clays from the results of consolidation and direct shear tests
Reference: Geotechnical Testing Journal, GTJODJ, Vol 14, No 2, 1991 pp 146 - 156