Small-Strain Stiffness of Cohesive-Frictional Soils from Thermo-controlled Constant Water Content Resonant Column Testing-Reference-Cited by-同舟云学术

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Small-Strain Stiffness of Cohesive-Frictional Soils from Thermo-controlled Constant Water Content Resonant Column Testing

Published:2023-05-12 Issue:4 Volume:46 Page:20220197
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Davoodi-Bilesavar Roya¹,Hoyos Laureano R.²

Affiliation:

1. Engineering and Construction Division, Geotechnical Branch, U.S. Army Corps of Engineers, Fort Worth District, 819 Taylor St., Fort Worth, TX 76102, USA, https://orcid.org/0000-0001-8499-7802

2. Department of Civil Engineering, University of Texas at Arlington, 416 Yates St., Suite NH 417, Arlington, TX 76019, USA (Corresponding author), e-mail: hoyos@uta.edu, https://orcid.org/0000-0002-1492-8614

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference41 articles.

1. Effect of Temperature on Shear Strength and Yielding Behavior of Soft Bangkok Clay;Abuel-Naga;Soils and Foundations,2007

2. Shear Moduli and Damping in Frozen and Unfrozen Clay by Resonant Column Tests;Al-Hunaidi;Canadian Geotechnical Journal,1996

3. Thermal Behavior of Unsaturated Silt at High Suction Magnitudes;Alsherif;Géotechnique,2015

4. Yielding of Silt at High Temperature and Suction Magnitudes;Alsherif;Geotechnical and Geological Engineering,2016

5. Baldi, G., M. Borsetto, T. Hueckel, and E. Tassoni. 1985. “Thermally Induced Strain and Pore Pressure in Clays.” In Proceedings of the International Symposium on Environmental Geotechnology, 391–402. Allentown, PA: Enco Publishing Company, Inc.

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