A Multi-orientation System for Determining Angular Distributions of Shear Wave Velocity in Soil Specimens-Reference-Cited by-同舟云学术

A Multi-orientation System for Determining Angular Distributions of Shear Wave Velocity in Soil Specimens

Published:2023-01-23 Issue:2 Volume:46 Page:20210277
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Basson Mandeep Singh¹,Martinez Alejandro²

Affiliation:

1. Department of Civil and Environmental Engineering, University of California Davis, 1332 Bainer Hall, Davis, CA 95616, USA, https://orcid.org/0000-0002-4965-9450

2. Department of Civil and Environmental Engineering, University of California Davis, 2001 Ghausi Hall, 1 Shields Ave., Davis, CA 95618, USA (Corresponding author), e-mail: amart@ucdavis.edu, https://orcid.org/0000-0003-4649-925X

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference80 articles.

1. Ahmed, S. S., A. Martinez, and J. T. DeJong. Forthcoming. “Effect of Gradation on the Strength and Stress-Dilation Behavior of Coarse-Grained Soils in Drained and Undrained Triaxial Compression.” Journal of Geotechnical and Geoenvironmental Engineering. https://doi.org/10.1061/JGGEFK/GTENG-10972

2. Effect of Particle Shape on the Mechanical Behavior of Natural Sands;Altuhafi;Journal of Geotechnical and Geoenvironmental Engineering,2016

3. On the Performance of Bender Elements in Triaxial Tests;Alvarado;Géotechnique,2012

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

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

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