Measured strengths under fills on sensitive clay / resistance mesuree d'argile sensible sous remblais

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Pages187192; # of pages: 6
Subjectsensitive clay; fills (materials); soil mechanics; triaxial compression; soil tests
AbstractA series of field vane strength measurements conducted in the subsoil of four fills of different geometry and constructed on Champlain Sea clays near Ottawa, Canada, gave values the same as those found prior to construction. On the other hand, laboratory triaxial compression tests conducted on undisturbed piston samples taken at the same time as the vane measurements showed a definite increase in shear resistance when tested at stress conditions comparable to the effective stresses existing under the fills. The possible factors contributing to this discrepancy are discussed.
Publication date
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedNo
NRC number16385
NPARC number20358569
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Record identifier39a5120b-567e-4531-8d8d-b2c55c0d721e
Record created2012-07-20
Record modified2016-05-09
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