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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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