A Modified Rowe Cell with Bender Elements for Small Strain Shear Modulus Measurements

Author:

Almukashfi Abdalla Mustafa Abdalla1,Castellanza Ricardo2,Gomes Correia Antonio1,Arroyo Marcos34ORCID,Zuretti Carlo5,Bendea Daniela6,Moldovan Ionut Dragos67ORCID

Affiliation:

1. Instituto para a Sustentabilidade e Inovação em Estruturas de Engenharia, Department of Civil Engineering, University of Minho, Campus de Azurém 1 , 4800-058Guimarães, Portugal , https://orcid.org/0000-0002-0953-3888 (A.M.A.A.), https://orcid.org/0000-0002-0103-2579 (A.G.C.)

2. Department of Earth and Environmental Sciences, University of Milano-Bicocca 2 , Piazza dell’Ateneo Nuovo 1, Milano20126, Italy

3. Department of Geotechnical Engineering and Geosciences, Polytechnic University of Catalonia (UPC) 3 , Jordi Girona 1-3, Campus Nord UPC, Modul D-2, Barcelona08034, Spain , ORCID link for author moved to before name tags https://orcid.org/0000-0001-9384-9107

4. Centre Internacional de Métodes Numérics en Enginyeria (CIMNE) 4 , Carrer del Gran Capitá, S/N, Barcelona08034, Catalunya, Spain

5. Zuretti Luigi SRL 5 , Via A. Diaz 22, Mesenzana21030, Italy

6. Civil Engineering Research and Innovation for Sustainability, Instituto Superior Técnico, Universidade de Lisboa 6 , Av. Rovisco Pais, Lisboa1049-001, Portugal

7. Faculty of Engineering, Lusófona University 7 , Campo Grande 376, Lisboa1749-024, Portugal (Corresponding author), e-mail: dragos.moldovan@ulusofona.pt , ORCID link for author moved to before name tags https://orcid.org/0000-0003-3085-0770

Abstract

Abstract The small strain shear modulus (G0) is an important characteristic of geomaterials. Its laboratory measurements are very frequently based on bender element transducers installed in different geotechnical apparatuses. Despite their widespread use, there is room to improve the precision, reproducibility, and robustness of bender element measurements, which are currently hampered by an oversimplified interpretation model of the test. Aspects such as transducer directivity, apparatus-induced size effects, and boundary reflectivity are poorly understood and accounted for. This work presents a novel modified Rowe cell apparatus specifically designed to obtain experimental data relevant to those features. The modified Rowe cell uses transmitter and receiver bender elements on the same boundary of the sample, performing dynamic measurements in echo mode with variable initial specimen size. Additionally, the modified Rowe cell endorses the flexible installation of the receivers and enables the use of multiple receivers, with distinct orientations. Furthermore, the modified Rowe cell gives the option of using different boundary conditions at the reflecting end to test the dynamic properties of usual geotechnical testing apparatus interfaces such as (semi-) rigid enclosures and flexible membranes. A systematic reliability study of the bender element measurements on the modified Rowe cell is presented, along with some illustrative examples of the capabilities of the apparatus.

Publisher

ASTM International

Reference40 articles.

1. Source Near-Field Effects and Pulse Tests in Soil Samples;Arroyo;Géotechnique,2003

2. An Estimate of Uncertainty in Current Laboratory Pulse Test Practice;Arroyo;Rivista Italiana di Geotecnica,2003

3. Effects of Sample Size on Bender-Based Axial G0 Measurements;Arroyo;Géotechnique,2006

4. Shear Wave Measurements Using Bender Elements in Argillaceous Rocks;Arroyo;Geotechnical Testing Journal,2010

5. Analysis of Bender Element Tests;Arulnathan;Geotechnical Testing Journal,1998

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