Implementation of a New Strain Softening Constitutive Model in the Material Point Method for the Simulation of Retrogressive Failure in Sensitive Clays-Reference-Cited by-同舟云学术

Implementation of a New Strain Softening Constitutive Model in the Material Point Method for the Simulation of Retrogressive Failure in Sensitive Clays

Published:2024-02-22 Issue: Volume:30 Page:286-296
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Container-title:Geo-Congress 2024
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Author:

Urmi Zinan A.¹²³²,Saeidi Ali¹²³²,Yerro Alba¹²³²,Chavalli Rama V. P.¹²³²

Affiliation:

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

2. Dept. of Applied Science, Université du Québec à Chicoutimi, Chicoutimi, Saguenay, QC, Canada

3. Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485347.029

Reference20 articles.

1. Stability of Natural Slopes in Quick Clay

2. On the retrogression of landslides in sensitive muddy sediments

3. Ceccato F. A. Yerro and M. Martinelli. 2018. “Modelling soil-water interaction with the material point method. Evaluation of single-point and double-point formulations.” Numerical methods in geotechnical engineering IX 351–358. CRC Press.

4. The 1994 landslide at Sainte-Monique, Quebec: geotechnical investigation and application of progressive failure analysis

5. Flowsliding in Sensitive Soils

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1. Prediction of retrogressive landslide in sensitive clays by incorporating a novel strain softening law into the Material Point Method;Engineering Geology;2024-10