Research Article
Oct 1981
Seismic Techniques in the Laboratory
Authors: Richard D. Woods, M.ASCE, and Robert HenkeAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 10
Abstract
Applications of scaled-down seismic cross-hole and steady-state Rayleigh wave tests to characterize dynamic soil properties in laboratory facilities are described. The nondestructive nature of seismic tests make them highly advantageous in laboratory settings. The major changes in test procedures and equipment to scale-down from field seismic tests are associated with: (1) Size and energy content of seismic source; (2) receiver size and sensitivity; (3) wave speed timing; (4) electronic triggering requirements; and (5) precision of distance or spacing measurements, or both. The seismic cross-hole test proved to be most effective in determining the spacial and temporal variation of elastic soil properties and proved to be a very sensitive indicator of small changes in confining pressure. In addition, a sand bin testing facility which is fitted with air bags to provide surface confining pressure and new torsional cross-hole hammer are described.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 10 • October 1981
Pages: 1309 - 1325
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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Richard D. Woods, M.ASCE
Prof. of Civ. Engrg., Univ. of Michigan, Ann Arbor, Mich
Robert Henke
Research Engr., Exxon Production Research, Houston, Tex. (formerly Grad. Student, Univ. of Michigan, Ann Arbor, Mich.)
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