Pseudo-Three-Dimensional Back-Analysis of Rainfall-Induced Landslides in Utuado, Puerto Rico-Reference-Cited by-同舟云学术

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Pseudo-Three-Dimensional Back-Analysis of Rainfall-Induced Landslides in Utuado, Puerto Rico

Published:2024-02-22 Issue: Volume:43 Page:579-589
ISSN:
Container-title:Geo-Congress 2024
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Author:

Kassem Mirna¹²¹³⁴,Gong Weibing¹²¹³⁴,Zekkos Dimitrios¹²¹³⁴,Clark Marin¹²¹³⁴,Hughes Stephen¹²¹³⁴

Affiliation:

1. Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA.

2. Dept. of Geosciences and Geological and Petroleum Engineering, Missouri Univ. of Science and Technology, MO.

3. Dept. of Earth and Environmental Sciences, Univ. of Michigan, Ann Arbor, MI.

4. Dept. of Geology, Univ. of Puerto Rico, Mayaguez, PR.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485316.060

Reference10 articles.

1. Stability Coefficients for Earth Slopes

2. Duncan, J. M., Wright, S. G., and Brandon, T. L. (2014). Soil strength and slope stability. John Wiley & Sons.

3. Coseismic landslides reveal near-surface rock strength in a high-relief, tectonically active setting;Gallen S. F.;Geology,2015

4. Transient deterministic shallow landslide modeling: Requirements for susceptibility and hazard assessments in a GIS framework

5. A pseudo-3D methodology for regional-scale back-analysis of earthquake-induced landslides;Gong W.;Engineering Geology,2023

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