Parametric Study of the Effect of Slope Geometry, Soil Properties, and Rainfall Characteristics on the Stability and Deformation of Slope Failures-Reference-Cited by-同舟云学术

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Parametric Study of the Effect of Slope Geometry, Soil Properties, and Rainfall Characteristics on the Stability and Deformation of Slope Failures

Published:2024-02-22 Issue: Volume:6 Page:64-73
ISSN:
Container-title:Geo-Congress 2024
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Author:

Roy Rupsa¹²³,Tiwari Binod¹²³,Ajmera Beena¹²³

Affiliation:

1. Doctoral Student, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., Ames, IA.

2. Professor and Associate Vice President of Research and Sponsored Projects, California State Univ., Fullerton, Fullerton, CA.

3. Assistant Professor, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., Ames, IA.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485354.007

Reference15 articles.

1. Rainfall Induced Landslides in December 2004 in South-Western Umbria, Central Italy: Types, Extent, Damage and Risk Assessment;Cardinalli M.;Natural Hazards and Earth System Sciences,2006

2. Capparelli G. Biondi D. De Luca D. L. and Versace P. (2009). “Hydrological and Complete Models for Forecasting Landslides Triggered by Rainfalls ” Proceedings of the First Italian Workshop on Landslides 8–10.

3. Geo-Slope International. (2021a). SEEP/W 2021.

4. Geo-Slope International. (2021b). SIGMA/W 2021.

5. Landslides triggered by the 23 November 2000 rainfall event in the Imperia Province, Western Liguria, Italy

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