Use of Bender Elements to Evaluate Linkages between Thermal Volume Changes and Shear Modulus Hardening in Drained and Undrained Thermal Triaxial Tests-Reference-Cited by-同舟云学术

Use of Bender Elements to Evaluate Linkages between Thermal Volume Changes and Shear Modulus Hardening in Drained and Undrained Thermal Triaxial Tests

Published:2023-09-13 Issue:2 Volume:47 Page:20220159
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Samarakoon Radhavi A.¹,Kreitzer Isaac L.¹,McCartney John Scott²

Affiliation:

1. Department of Structural Engineering, University of California San Diego, 9500 Gilman Dr., La Jolla, CA 92093, USA, https://orcid.org/0000-0001-5146-265X (I.L.K.)

2. Department of Structural Engineering, University of California San Diego, 9500 Gilman Dr., La Jolla, CA 92093, USA (Corresponding author), e-mail: mccartney@ucsd.edu, https://orcid.org/0000-0003-2109-0378

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference47 articles.

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3. Effect of Temperature on Shear Strength and Yielding Behavior of Soft Bangkok Clay;Abuel-Naga;Soil and Foundation,2007

4. Thermal Behaviour of Unsaturated Silt at High Suction Magnitudes;Alsherif;Géotechnique,2015

5. ASTM International. 2019.Standard Test Method for Determination of Shear Wave Velocity and Initial Shear Modulus in Soil Specimens Using Bender Elements. ASTM D8295-19. West Conshohocken, PA: ASTM International, approved November 1, 2019. https://doi.org/10.1520/D8295-19