Simple method for correcting dynamic cone penetration test results for rod friction

Author:

ABUEL-NAGA H. M.1,HOLTRIGTER M.2,PENDER M. J.1

Affiliation:

1. Department of Civil and Environmental Engineering, University of Auckland, Auckland, New Zealand

2. Ground Investigation Ltd, Henderson, Auckland, New Zealand

Abstract

This letter presents a simple method for evaluating the effect of rod skin friction on dynamic cone penetration test results in cohesive soils. The proposed method is simple and requires neither additional equipment nor special test procedures, and thus represents an improvement on existing dynamic probing practice. In a field trial, the proposed approach was shown to work well when compared with the results of a special dynamic cone test where a casing was used to reduce the effect of rod skin friction. However, more field tests at different ground conditions are required to fully confirm the validity of the proposed approach.

Publisher

Thomas Telford Ltd.

Subject

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

Reference13 articles.

1. Bergdahl U. Development of the Dynamic Probing Test Method, Design Parameters in Geotechnical Engineering, vol. 2, 1979, British Geological Survey, London, 201–206.

2. BSI (British Standards Institution). BS EN ISO 22476: Geotechnical investigation and testing.2005, BSI, Milton Keynes, Part 2.

3. ICP Design Methods for Driven Piles in Sands and Clays

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