Determination of Effective Stress-Based Shear Strength Parameters from Static and Cyclic Triaxial Tests

A Skotheim; N Janbu; K Senneset

doi:10.1520/STP36343S

SYMPOSIA PAPER Published: 01 January 1985

STP36343S

Determination of Effective Stress-Based Shear Strength Parameters from Static and Cyclic Triaxial Tests

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This paper describes triaxial testing procedures and corresponding methods of interpretation to find relevant effective stress-based soil parameters as input to stability analyses of marine structures. The main emphasis is laid on interpretation of static and cyclic triaxial test results with respect to shear strength parameters and pore-pressure characteristics. Examples of tests on marine soils are presented, and resulting design profiles are applied to investigate the foundation stability of a gravity platform during a 100-year design storm.

Author Information

Skotheim, A

Geotechnical Division, Norwegian Institutes of Technology, Trondheim, NTH, Norway

Janbu, N

Geotechnical Division, Norwegian Institutes of Technology, Trondheim, NTH, Norway

Senneset, K

Geotechnical Division, Norwegian Institutes of Technology, Trondheim, NTH, Norway

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Details

Developed by Committee: D18

Pages: 318–335

DOI: 10.1520/STP36343S

ISBN-EB: 978-0-8031-4947-2

ISBN-13: 978-0-8031-0431-0

Determination of Effective Stress-Based Shear Strength Parameters from Static and Cyclic Triaxial Tests

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