Research Article
May 1972
In Situ Shear Wave Velocity by Cross-Hole Method
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 98, Issue 5
Abstract
The cross-hole seismic survey technique is presented as a means of determining in situ shear wave velocity. By this method the travel time for body waves to travel between two points in a soil mass is measured. Body waves may be either compression or shear waves. Emphasis is placed on identification of the shear wave because it is directly used to calculate the dynamic shear modulus of the soil and can be measured above or below the water table. A general procedure followed in performing the test is described. Typical travel time records of arriving energy are shown and identification of the compression and shear wave arrivals made. Preliminary tests demonstrating the validity and use of the method are presented. Three case studies using the method under various field conditions are also presented.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 98 • Issue 5 • May 1972
Pages: 443 - 460
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: May 1972
Published online: Feb 12, 2021
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Authors
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Kenneth H. Stokoe II, AM.ASCE
Asst. Prof., Dept. of Civ. Engrg., Univ. of Massachusetts, Amherst, MA
Richard D. Woods, M.ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Michigan, Ann Arbor, Mich.
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