Study of Undrained Shear Strength of Laponite for Use as Transparent Clay Surrogate-Reference-Cited by-同舟云学术

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Study of Undrained Shear Strength of Laponite for Use as Transparent Clay Surrogate

Published:2023-03-23 Issue: Volume: Page:
ISSN:
Container-title:Geo-Congress 2023
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Author:

Almikati Abdurrahman¹²³,Zornberg Jorge G.¹²³,Pierozan Rodrigo Cesar¹²³

Affiliation:

1. Postdoctoral Research Fellow, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin.

2. Priddy Centennial Professor, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin.

3. Postdoctoral Research Fellow, Dept. of Civil and Environmental Engineering, Pontifical Catholic Univ. of Rio de Janeiro, Rio de Janeiro, Brazil.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484678.029

Reference17 articles.

1. Shear strength of a synthetic transparent soft clay using a miniature ball penetrometer test;Ads A.;Geotechnical Testing Journal,2020

2. Soil–projectile interaction during penetration of a transparent clay simulant

3. Beemer R. D. and Aubeny C. (2012). Digital image processing of drag embedment anchors in translucent silicate gel. Proceedings of the GeoManitoba.

4. The Use of Sodium Pyrophosphate to Improve a Translucent Clay Simulate

5. A transparent sand for geotechnical laboratory modeling;Ezzein F. M.;Geotechnical Testing Journal,2011

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