In recent years, bender element (BE) testing has become a standard procedure used for the determination of the shear modulus of geomaterials. Before the test is conducted, the BE transducers are plugged on both ends of a soil sample. The installation of the BEs is likely to cause disturbance to the soil sample. This study seeks to investigate the effects of bender element installation on the measurement of shear wave velocity. The effects are examined by comparing the shear wave velocities measured before and after the receiver BE is penetrated to different penetration positions into the soil. By varying the rate of penetration of the bender, size of the sample and consolidation pressure during the test, it was found that the installation of the bender inside the clay sample did not cause disturbance to the sample.
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1 April 2010
Research Article|
January 25 2010
Effect of bender element installation in clay samples
K.H. CHAN;
K.H. CHAN
*
* Department of Civil Engineering, Chulalongkorn University, Bangkok, Thailand.
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T. BOONYATEE;
T. BOONYATEE
*
* Department of Civil Engineering, Chulalongkorn University, Bangkok, Thailand.
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T. MITACHI
T. MITACHI
†
† Department of Civil Engineering, College of Industrial Technology, Nihon University, Narashino City, Japan.
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* Department of Civil Engineering, Chulalongkorn University, Bangkok, Thailand.
† Department of Civil Engineering, College of Industrial Technology, Nihon University, Narashino City, Japan.
Publisher: Emerald Publishing
Received:
August 09 2007
Accepted:
July 06 2009
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2010 Thomas Telford Ltd
2010
Geotechnique (2010) 60 (4): 287–291.
Article history
Received:
August 09 2007
Accepted:
July 06 2009
Citation
CHAN K, BOONYATEE T, MITACHI T (2010), "Effect of bender element installation in clay samples". Geotechnique, Vol. 60 No. 4 pp. 287–291, doi: https://doi.org/10.1680/geot.7.00135
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