Rate effects on penetrometer resistance in kaolin

Author:

LEHANE B.M.,O'LOUGHLIN C.D.,GAUDIN C.,RANDOLPH M.F.

Abstract

This paper describes the results from a centrifuge investigation into the rate dependence of T-bar and ball penetrometer resistance in kaolin. Four T-bar diameters and two ball diameters were installed in kaolin with overconsolidation ratios of 1, 2 and 5 at penetration velocities varying over five orders of magnitude. The penetration resistances are compared with the properties of kaolin as measured in element tests to assist in the development of a framework that describes this resistance over the full velocity range. Consistent trends emerge when the soil viscosity is assumed to affect the penetration resistance in both the partially drained and undrained conditions, enabling the dependence of the T-bar and ball resistances on diameter, velocity and soil characteristics to be quantified.

Publisher

Thomas Telford Ltd.

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference37 articles.

1. Al-Tabbaa A. Permeability and stress–strain response of speswhite kaolin. PhD thesis, 1987, Cambridge University, UK.

2. Some measurements of the permeability of kaolin

3. Compression and Extension of K0 Normally Consolidated Kaolin Clay

4. Effect of Penetration Rate on Penetrometer Resistance in Clay

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