Suggested Method of Test for Ultimate Shearing Resistance of Granular Soils and Stabilized Mixtures

WS Housel

doi:10.1520/STP38513S

SYMPOSIA PAPER Published: 01 January 1970

STP38513S

Suggested Method of Test for Ultimate Shearing Resistance of Granular Soils and Stabilized Mixtures

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This test is intended for use in determining the ultimate shearing resistance of granular soils or granular-cohesive mixtures as determined by the relationship between normal and tangential forces at the point of shearing failure which is ordinarily designated by the tangent of the angle of internal friction, φ.

Author Information

Housel, WS

University of Michigan, Ann Arbor, Mich.

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Details

Developed by Committee: D18

Pages: 248–256

DOI: 10.1520/STP38513S

ISBN-EB: 978-0-8031-5570-1

ISBN-13: 978-0-8031-0051-0

Suggested Method of Test for Ultimate Shearing Resistance of Granular Soils and Stabilized Mixtures

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