Research Article
Sep 1976
Pressuremeter and Laboratory Test Correlations for Clays
Publication: Journal of the Geotechnical Engineering Division
Volume 102, Issue 9
Abstract
Field pressuremeter tests plus laboratory consolidation and shear strength tests were performed in clayey soil deposits that ranged from slightly to highly overconsolidated. The shear strength as measured by an unconfined compressive strength test was found to be related to the pressuremeter parameters by the following relation: pl - po=2.55 qu. The preconsolidation pressure as determined by a conventional consolidation tests was found to be equal to the creep pressure as measured by the pressuremeter test. Although the test results are somewhat scattered, the experimental relation between the pressuremeter modulus, Ed, and the constrained reload modulus, Dc, is approx 4.5Ed≤Dc≤6.0Ed.
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Information
Published In
Journal of the Geotechnical Engineering Division
Volume 102 • Issue 9 • September 1976
Pages: 945 - 962
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Sep 1976
Published online: Feb 11, 2021
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Authors
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Robert G. Lukas, M.ASCE
Principal Engineer; Soil Testing Services, Inc., Northbrook, Ill
Bruno LeClerc de Bussy
Grad. Student; Northwestern Univ., Evanston, Ill
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.