Cohesion in an undisturbed sensitive clay

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AuthorSearch for:
TypeArticle
Journal titleGéotechnique
ISSN000016-8505
Volume13
Issue2
Pages132146; # of pages: 15
Subjectsensitive clay; cohesive soils; shear strength; compression tests; sol coherent; resistance au cisaillement; essai de compression
AbstractThe true cohesion of an undisturbed, sensitive clay was measured by compression testing of laboratory specimens at very low effective stresses. On the basis of modern ideas, the measured cohesion may be visualized as a frictional resistance mobilized by the arrangement of, and the intrinsic stresses between, individual soil particles. This concept, supported by observed fracture patterns in the laboratory and in the field, is considered to lead to a better fundamental understanding of the strength of undisturbed clay. Extrapolation of strength theories developed for remoulded clays to the assessment of undisturbed, sensitive clays is refuted.
Publication date
LanguageEnglish
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedNo
IdentifierDBR-RP-195
NRC number7420
181
NPARC number20377512
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Record identifier9d3984d2-a1e0-486b-8dc7-045b41060495
Record created2012-07-24
Record modified2016-05-09
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