Slope stability notes

Contents

Slope stability notes#

These are the notes of the graduate course on slope stability at EAFIT University.

The course is divided into four parts:

  1. Conditioning factors

  2. Triggering factors

  3. Rupture and failure mechanisms

  4. Propagation of unstable masses

Check out the contents on the left panel to access them and their notebooks.

References#

[1]

M Alvioli and R.L. Baum. Parallelization of the TRIGRS model for rainfall-induced landslides using the message passing interface. Environmental Modelling & Software, 81:122–135, July 2016. Publisher: Elsevier Ltd. doi:10.1016/j.envsoft.2016.04.002.

[2]

Rex L. Baum, William Z. Savage, and Jonathan W. Godt. TRIGRS—A Fortran Program for Transient Rainfall Infiltration and Grid-Based Regional Slope-Stability Analysis, Open file report 02-424. Technical Report, U.S Geological Survey, 2002. doi:10.3133/ofr02424.

[3]

Rex L. Baum, William Z. Savage, and Jonathan W. Godt. TRIGRS — A Fortran Program for Transient Rainfall Infiltration and Grid-Based Regional Slope-Stability Analysis, Version 2.0. Technical Report, U.S Geological Survey, 2008. ISSN: 2008–1159. doi:10.3133/ofr20081159.

[4]

Mariantonietta Ciurleo, Michele Calvello, and Leonardo Cascini. Susceptibility zoning of shallow landslides in fine grained soils by statistical methods. Catena, 139:250–264, April 2016. doi:10.1016/j.catena.2015.12.017.

[5]

Alvaro Gonzalez. Estimativos de parametros de resistencia con el spt. In X Jornadas Geotécnicas De La Ingeniería Colombiana. Bogotá, Colombia, 1999. Sociedad Colombiana de Ingenieros (SCI) - Sociedad Colombiana de Geotecnia (SCG). URL: https://www.scg.org.co/divulgacion/publicaciones/descargas/.

[6]

Poul V. Lade. The mechanics of surficial failure in soil slopes. Engineering Geology, 114(1-2):57–64, June 2010. doi:10.1016/j.enggeo.2010.04.003.

[7]

Exneyder A. Montoya-Araque, Silvana Montoya-Noguera, and Fernando Lopez-Caballero. An open-source application software for spatial prediction of permanent displacements in earthquake-induced landslides by the Newmark sliding block method: pyNewmarkDisp. Environmental Modelling & Software, 173:105942, January 2024. doi:10.1016/j.envsoft.2024.105942.

[8]

N. M. Newmark. Effects of Earthquakes on Dams and Embankments. Géotechnique, 15(2):139–160, June 1965. doi:10.1680/geot.1965.15.2.139.

[9]

Richard Parry. Mohr Circles, Stress Paths and Geotechnics. CRC Press, London, England, 2 edition, April 2014. doi:10.1201/9781482264982.

[10]

Ludger O. Suarez-Borgoa and Exneyder A. Montoya-Araque. Programa en código abierto para el análisis bidimensional de estabilidad de taludes por el método de equilibrio límite. Revista de la Facultad de Ciencias, 5(2):88–104, July 2016. doi:10.15446/rev.fac.cienc.v5n2.59914.