The compressibility and sensitivity of an artificially sedimented clay soil: The Grande‐Baleine Marine Clay, Québec, Canada
作者:
Jacques Locat,
Guy Lefebvre,
期刊:
Marine Geotechnology
(Taylor Available online 1985)
卷期:
Volume 6,
issue 1
页码: 1-28
ISSN:0360-8867
年代: 1985
DOI:10.1080/10641198509388178
出版商: Taylor & Francis Group
数据来源: Taylor
摘要:
A quick clay soil from a site close to the Grande‐Baleine River on the west bank of Hudson Bay has been resedimented artificially. Specimens were formed at salinities of 0.2 and 35 g/L to simulate freshwater and marine environments. Under a consolidation pressure of 50 kPa, the specimens were shown to yield sensitivities from 5 to 26, the highest being for the low‐salinity specimens. The natural sensitivity (as measured with the fall cone) is greater than 300.
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