Research Article
Oct 1981
Field and Laboratory Determination of Soil Moduli
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VIEW THE REPLYPublication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 10
Abstract
A field geophysical investigation was performed to determine the shear and Young’s moduli as a function of depth for a site in southern Ohio. This investigation included crosshole, downhole, surface refraction, and surface vibratory techniques. A supplementary set of laboratory resonant column tests was performed with the Drnevich resonant column device. Laboratory undisturbed specimens were excited in both the longitudinal and torsional modes to obtain both shear and Young’s moduli as a function of strain. Both laboratory and field data are presented and compared.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 10 • October 1981
Pages: 1269 - 1291
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Oct 1981
Published online: Feb 11, 2021
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Authors
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William F. Marcuson III, M.ASCE
Research Civ. Engr., Geotechnical Laboratory, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss
Joseph R. Curro Jr.
Geophysicist, Geotechnical Laboratory, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss
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