26. The use of cone penetration tests in glacial till
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Published:1989
M. J. D. Dobie, BSc, MSc, DIC, MICE, 1989. "26. The use of cone penetration tests in glacial till", Penetration testing in the UK: Proceedings of the geotechnology conference organized by the Institution of Civil Engineers and held in Birmingham on 6–8 July 1988, Institution of Civil Engineers
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A study is presented of results from cone penetration tests, standard penetration tests and undrained triaxial tests carried out in a glacial boulder clay at Stanlow, Cheshire. Cone factors are derived relating undrained shear strength to cone resistance. The cone factor for the mechanical cone is found to be considerably higher than that for the electric cone.
INTRODUCTION
GROUND CONDITIONS
TESTS IN THE BOULDER CLAY
CONE FACTORS FOR BOULDER CLAY
DISCUSSION
CONCLUSIONS
ACKNOWLEDGEMENT
REFERENCES
