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Upgrading disk transducer to measure elastic waves on coarse-grained granular materials: development and performance revelation

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journal contribution
posted on 2025-05-11, 17:01 authored by Laxmi Prasad Suwal, Abilash Pokhrel, Reiko Kuwano
This paper describes a recently developed technique of evaluating elastic properties of geomaterials in the large size triaxial apparatus enabling to propagate elastic waves even in coarse-grained geomaterials. A flat surface transducer of 80 mm in diameter has been developed embedding four pairs of compressional and shear wave measuring piezoceramic elements. The assemblage of piezoceramics, interpretation of results, verification of performance and applicability are corroborated. It has been shown that an accumulated strength of numerous piezoceramics in form of a single transducer significantly improved the integrity of the transducer enabling to evaluate elastic wave velocity in a large size the triaxial specimen of 230 mm × 230 mm × 500 mm. An investigation on three sorts of granular materials; fine, (d50 = 0.2 mm), medium, (d50 = 1.7 mm) and coarse, (d50 = 12 mm) is carried out. Small strain stiffness of tested geomaterials is evaluated by newly developed large-size disk transducer method and small-strain cyclic loadings. Stiffness measured by both static and elastic wave measurement is confirmed to be followed similar trends. The large size disk transducer evinces the competent performance showing the stiffness evaluated by this method scattered within 20% of the stiffness achieved by a static method and compared with available previous researches as well.

History

Journal title

Soils and Foundations

Volume

60

Issue

4 August 2020

Pagination

1020-1035

Publisher

Japanese Geotechnical Society

Language

  • en, English

College/Research Centre

Faculty of Engineering and Built Environment

School

School of Engineering

Rights statement

©2020 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

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