Suitable Waves for Bender Element Tests: Interpretations, Errors and Modelling Aspects

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Title: Suitable Waves for Bender Element Tests: Interpretations, Errors and Modelling Aspects
Authors: Rahman, Muhammad E.
Pakrashi, Vikram
Banerjee, Subhadeep
Orr, Trevor
Permanent link: http://hdl.handle.net/10197/10434
Date: 14-Jun-2016
Online since: 2019-05-14T10:44:08Z
Abstract: Extensive research on bender element tests has been carried out by many researchers, but precise guidelines for carrying out such tests have not yet been established. It is often recommended that, when using a particular bender element test for the first time on a particular soil to determine its small strain dynamic properties, several methods should be tried and the results compared in order to improve confidence in the results obtained. Demonstrated use of relatively easy analytical models for investigating different scenarios of bender element testing is another aspect that should be further looked into. This paper presents laboratory experiments and dynamic finite element analyses to determine a suitable wave for use in bender element tests in the laboratory to measure small strain shear stiffness (Gmax). The suitability of a distorted sine wave over a continuous sine wave for tests is observed from laboratory experiments and dynamic finite element analyses. The use of simple finite element models for assessing a number of aspects in relation to bender element testing is demonstrated.
Type of material: Journal Article
Publisher: Budapest University of Technology and Economics
Journal: Periodica Polytechnica Civil Engineering
Volume: 60
Issue: 2
Start page: 145
End page: 158
Copyright (published version): 2016 Technical University of Budapest
Keywords: Bender element testNumerical analysisSine waveSmall strain shear stiffness
DOI: 10.3311/PPci.7952
Language: en
Status of Item: Peer reviewed
Appears in Collections:Mechanical & Materials Engineering Research Collection

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