Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/82863
Title: Determination of damping ratios for soils using bender element tests
Authors: Leong, Eng Choon
Cheng, Z.
Keywords: Damping Ratio
Engineering::Civil engineering::Geotechnical
Bender Element
Issue Date: 2018
Source: Cheng, Z., & Leong, E. C. (2018). Determination of damping ratios for soils using bender element tests. Soil Dynamics and Earthquake Engineering, 111, 8-13. doi:10.1016/j.soildyn.2018.04.016
Series/Report no.: Soil Dynamics and Earthquake Engineering
Abstract: The use of bender elements to measure small-strain soil properties in the laboratory has become increasingly accessible in recent years. Coupled with the fact that bender elements can be incorporated into conventional test apparatuses such as the triaxial test brings about great savings in time and resources as the bender element tests can be conducted concurrently with conventional geotechnical test for the same soil specimen. While primary (P) and shear (S) waves in bender element tests can provide soil stiffnesses reliably, damping ratio of the soil was seldom determined. This paper attempts to show numerically and experimentally that it is possible to determine the damping ratio of soils by applying the Hilbert transform method (HTM) to the bender element test results.
URI: https://hdl.handle.net/10356/82863
http://hdl.handle.net/10220/50287
ISSN: 0267-7261
DOI: http://dx.doi.org/10.1016/j.soildyn.2018.04.016
Rights: © 2018 Elsevier Ltd. All rights reserved. This paper was published in Soil Dynamics and Earthquake Engineering and is made available with permission of Elsevier Ltd.
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Journal Articles

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