Numerical Evaluation of Static Liquefaction–Induced Flowslide Causing the Edenville Dam Failure, Michigan-Reference-Cited by-同舟云学术

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Numerical Evaluation of Static Liquefaction–Induced Flowslide Causing the Edenville Dam Failure, Michigan

Published:2024-05 Issue:5 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Babaki Ali P.¹^ORCID,Tannant Dwayne D.²

Affiliation:

1. Research Assistant, School of Engineering, Univ. of British Columbia Okanagan, Kelowna, BC, Canada V1V 1V7 (corresponding author). ORCID: .

2. Professor, School of Engineering, Univ. of British Columbia Okanagan, Kelowna, BC, Canada V1V 1V7.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11998

Reference45 articles.

1. Atkinson, J. 2017. The mechanics of soils and foundations. Boca Raton, FL: CRC Press.

2. Babaki A. P. J. Clarke and D. D. Tannant. 2022. “Terrain analysis of three small landslides using drone images and lidar data.” In Proc. GeoCalgary. Calgary Canada: Canadian Geotechnical Society.

3. A state parameter for sands

4. Model Prediction of Static Liquefaction: Influence of the Initial State on Potential Instabilities

5. Castonguay V. 2022. “Investigating static liquefaction as a potential mode of failure for Edenville dam via numerical simulation.” In Proc. GeoCalgary. Calgary Canada: Canadian Geotechnical Society.

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