Surface-mounted bender elements for measuring horizontal shear wave velocity of soils

The bender element testing features its in-plane directivity, which allows using bender elements to measure the shear wave velocities in a wider range of in-plane configurations besides the standard tip-to-tip alignment. This paper proposed a novel bender element testing technique for measuring the...

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Bibliographic Details
Published in:Journal of Zhejiang University. A. Science Vol. 9; no. 11; pp. 1490 - 1496
Main Authors: Zhou, Yan-guo, Chen, Yun-min, Asaka, Yoshiharu, Abe, Tohru
Format: Journal Article
Language:English
Published: Hangzhou Zhejiang University Press 01-11-2008
MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhefiang University, Hangzhou 310027, China
Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027, China%Institute of Technology, Shimizu Corporation, Tokyo 135-8530, Japan
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Summary:The bender element testing features its in-plane directivity, which allows using bender elements to measure the shear wave velocities in a wider range of in-plane configurations besides the standard tip-to-tip alignment. This paper proposed a novel bender element testing technique for measuring the horizontal shear wave velocity of soils, where the bender elements are surface- mounted and the axes of the source and receiver elements are parallel to each other. The preliminary tests performed on model ground of silica sand showed that, by properly determining the travel distance and time of the shear waves, the surface-mounted bender elements can perform as accurately as the conventional "tip-to-tip" configuration. Potentially, the present system provides a promising nondestructive tool for characterizing geomaterials and site conditions both in laboratory and in the fields.
Bibliography:Bender elements, Shear wave velocity, Model test, Nondestructive evaluation, Surface-mounted, Sand
TU435
TU411.8
33-1236/O4
ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
ISSN:1673-565X
1862-1775
DOI:10.1631/jzus.A0820323