Assessment of the Relationship between Undrained Shear Strength and Geotechnical Parameters for Sensitive Clays of Eastern Canada-Reference-Cited by-同舟云学术

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Assessment of the Relationship between Undrained Shear Strength and Geotechnical Parameters for Sensitive Clays of Eastern Canada

Published:2024-02-22 Issue: Volume:14 Page:435-445
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Container-title:Geo-Congress 2024
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Author:

Jacob Sarah¹¹²³,Saeidi Ali¹¹²³,Chavali Rama Vara Prasad¹¹²³,Sadrekarimi Abouzar¹¹²³

Affiliation:

1. Dept. of Applied Sciences, Université du Québec à Chicoutimi, Chicoutimi, QC, Canada.

2. Dept. of Civil Engineering, Velagapudi Ramakrishna Siddhartha Engineering College, Kanuru, Vijayawada, India.

3. Dept. of Civil and Environmental Engineering, Western Univ., London, ON, Canada.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485309.045

Reference20 articles.

1. Geotechnical Properties of Norwegian Marine Clays

2. Modeling parameters of structured clays as a multivariate normal distribution

3. Transformations and correlations among some clay parameters — the global database

4. Demers, D., Robitaille, D., Locat, P., and Potvin, J. (2014). Inventory of large landslides in sensitive clay in the province of Quebec, Canada: preliminary analysis. Landslides in sensitive clays from geoscience to risk management. Springer, Dordrecht, pp 77–89.

5. Correlations for undrained shear strength of Finnish soft clays

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