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
Mjd Dobie
Abstract
Mjd Dobie
Abstract
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.(A) For the covering abstract of the conference see IRRD 828222.
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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.(A) For the covering abstract of the conference see IRRD 828222.
Key concepts: Geotechnical engineering, Penetration test, Penetration (warfare), Geology, Standard penetration test, Cone (formal languages), Forensic engineering, Engineering