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- W599745564 abstract "The quality of block samples 300-mm in diameter is compared to the quality of 95-mm fixed piston samples of three Norwegian marine clays with plasticities between 5 and 40%. The laboratory test results are compared in terms of preconsolidation stress, oedometer curves, and stress-strain-strength behaviour from unconfined compression, triaxial and direct simple shear tests. For two of the clays tested, the quality of the block samples is superior to that of the large piston samples. In the case of lean quick clays, block sampling results in higher peak shear stress at lower failure strain. Shear modulus values are much higher. In the case of a plastic moderately sensitive clay, the blocks and the 95-mm samples had very similar characteristics. For the covering abstract of the conference see IRRD 287689. (Author/TRRL)" @default.
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- W599745564 date "1985-01-01" @default.
- W599745564 modified "2023-09-24" @default.
- W599745564 title "BLOCK SAMPLING OF SENSITIVE CLAYS. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985" @default.
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