Triaxial Testing of Granular Soil Under Elevated Cell Pressure

JL Colliat-Dangus; J Desrues; P Foray

doi:10.1520/STP29082S

SYMPOSIA PAPER Published: 01 January 1988

STP29082S

Triaxial Testing of Granular Soil Under Elevated Cell Pressure

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A study of triaxial testing under elevated cell pressure is presented. The influence of test conditions, namely end lubrication and slenderness ratio, on such tests is discussed. Results of a tomodensitometric investigation of internal homogeneity are given. The main results of the high pressure study are presented, including time effects on isotropic compression.

Author Information

Colliat-Dangus, JL

GEODIA Offshore Geotechnical Consultants, Paris, France

Desrues, J

Institut de Mécanique de Grenoble, St. Martin d'Hères, France

Foray, P

Institut de Mécanique de Grenoble, St. Martin d'Hères, France

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Details

Developed by Committee: D18

Pages: 290–310

DOI: 10.1520/STP29082S

ISBN-EB: 978-0-8031-5048-5

ISBN-13: 978-0-8031-0983-4

Triaxial Testing of Granular Soil Under Elevated Cell Pressure

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