Influence of Placement Condition on Shear Test Results on Compacted Soil

DJ Bazett; ES Bell

doi:10.1520/STP30019S

SYMPOSIA PAPER Published: 01 January 1964

STP30019S

Influence of Placement Condition on Shear Test Results on Compacted Soil

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Triaxial compression tests on compacted specimens of till show that the effective shear parameters, shear strength, dilatancy, and strain at failure are affected by both compactive effort and placement water content. The method of saturating specimens prior to shear was varied allowing no prestress and had no significant effect on test results.

Author Information

Bazett, DJ

the Hydro-Electric Power Commission of Ontario

Bell, ES

the Hydro-Electric Power Commission of Ontario

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Details

Developed by Committee: D18

Pages: 423–434

DOI: 10.1520/STP30019S

ISBN-EB: 978-0-8031-4568-9

ISBN-13: 978-0-8031-0048-0

Influence of Placement Condition on Shear Test Results on Compacted Soil

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