Title of article
Frequency Dependency of Laboratory Measurement of Maximum Shear Wave Velocity by Bender Elements
Author/Authors
Ataii ، Sara University of Tehran , Ghalandarzadeh ، Abbas University of Tehran , Moradi ، Majid University of Tehran
Pages
7
From page
25
To page
31
Abstract
Maximum shear wave velocity is one of the most important dynamic parameters of soils which contributes in estimating the dynamic behaviour of soils through the maximum shear modulus. There are different methods for measuring shear wave velocity either in laboratory or in the field. One of the laboratory methods that recently has become popular due to its simplicity, is use of Bender Elements in soil samples. Contrary to its simplicity, it has several uncertainties in its data interpretation. Frequency at which the shear wave velocity is measured is one of the effective parameters that significantly affects the clearance of received wave. This article presents results from a laboratory investigation into the shear wave velocity measurement of remolded specimens of Firoozkooh sand. Specimens were subjected to 13 different levels of frequency and 11 different levels of confining pressure. Results shows that by increasing the confining pressure, the frequency at which the received wave has the best clearance, increases. It also shows that frequency dependence of soils increases by increasing the confining pressure.
Keywords
Shear wave velocity , Frequency , Bender Element , Triaxial Apparatus
Journal title
Advance Researches in Civil Engineering
Serial Year
2019
Journal title
Advance Researches in Civil Engineering
Record number
2452982
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