The Damping Capacity of Some Granular Soils

G Weissmann; R Hart

doi:10.1520/STP44376S

SYMPOSIA PAPER Published: 01 January 1962

STP44376S

The Damping Capacity of Some Granular Soils

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A modified triaxial compression apparatus has been used to determine the the hysteresis loop in the stress-strain curve during forced cycling of several granular soil samples. The effects of static triaxial stresses, magnitude and frequency of the uniaxial cycling stresses on the chord modulus, the dissipated energy, and the damping capacity of the soil samples are shown.

Author Information

Weissmann, G, F

Bell Telephone Laboratories, Inc., Murray Hill, N. J.

Hart, R, R

Bell Telephone Laboratories, Inc., Murray Hill, N. J.

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Details

Developed by Committee: D18

Pages: 45–54

DOI: 10.1520/STP44376S

ISBN-EB: 978-0-8031-5965-5

ISBN-13: 978-0-8031-6119-1

The Damping Capacity of Some Granular Soils

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