Landslide Susceptibility Assessment Using the Scoops3D Model in a Tropical Mountainous Terrain
Main Article Content
Keywords
Deep landslides, Scoops3D, rotational failure, 3D Bishop method, slope stability
Abstract
Many physically-based distributed models study the landslide occurrence using an infinite slope stability analysis, simulating a planar failure, which is not usually applicable to rotational failures and deep landslides. Recently, some three-dimensional distributed physically-based models have been developed that have been applied in different parts of the world. In this research, the Scoops3D model is implemented for a landslide susceptibility analysis in a tropical mountainous terrain of the Colombian Andes (Medellín, Colombia). In addition to identifying the areas susceptible to the occurrence of rotational landslides, the results of the safety factor are analyzed with the areas of associated critical failure surfaces to provide an interpretation and explanation of the simulation results. This is to have a better understanding of how the model works and to facilitate its implementation in landslide hazard assessment. The Scoops3D physicallybased model can be a very useful tool for mass movement risk management projects.
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References
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[9] M. Mergili, I. Marchesini, M. Alvioli, M. Metz, B. Schneider-Muntau, M. Rossi, and F. Guzzetti, “A strategy for gis-based 3-d slope stability modelling over large areas,” Geoscientific Model Development, vol. 7, no. 6, pp. 2969–2982, 2014. https://doi.org/10.5194/gmd-7-2969-2014
[10] Z. Chen, H. Mi, F. Zhang, and X. Wang, “A simplified method for 3d slope stability analysis,” Canadian geotechnical journal, vol. 40, no. 3, pp. 675–683, 2003. https://doi.org/10.1139/t03-002
[11] T. V. Tran, M. Alvioli, G. Lee, and H. U. An, “Three-dimensional, time-dependent modeling of rainfall-induced landslides over a digital landscape: a case study,” Landslides, vol. 15, no. 6, pp. 1071–1084, 2018. https://doi.org/10.1007/s10346-017-0931-7
[12] A. Chakraborty and D. Goswami, “State of the art: Three dimensional (3d) slope-stability analysis,” International Journal of Geotechnical Engineering, vol. 10, no. 5, pp. 493–498, 2016. https://doi.org/10.1080/19386362.2016. 1172807
[13] ——, “Three-dimensional (3D) slope stability analysis using stability charts,” International Journal of Geotechnical Engineering, pp. 1–8, 2018. https://doi.org/10.1080/19386362.2018.1465743
[14] M. Xie, Z. Wang, X. Liu, and B. Xu, “Three-dimensional critical slip surface locating and slope stability assessment for lava lobe of unzen volcano,” Journal of Rock Mechanics and Geotechnical Engineering, vol. 3, no. 1, pp. 82–89, 2011. https://doi.org/10.3724/SP.J.1235.2011.00082
[15] R. Kalatehjari and N. Ali, “A review of three-dimensional slope stability analyses based on limit equilibrium method,” Electronic Journal of Geotechnical Engineering, vol. 18, pp. 119–134, 2013. http://www.ejge.com/ 2013/Ppr2013.011alr.pdf
[16] Y. W. Tun, M. A. Llano-Serna, D. M. Pedroso, and A. Scheuermann, “Multimodal reliability analysis of 3D slopes with a genetic algorithm,” Acta Geotechnica, vol. 14, no. 1, pp. 207–223, 2019. https://doi.org/10.1007/ s11440-018-0642-9
[17] L. Weidner, K. DePrekel, T. Oommen, and S. Vitton, “Investigating large landslides along a river valley using combined physical, statistical, and hydrologic modeling,” Engineering Geology, vol. 259, p. 105169, 2019. https://doi.org/10.1016/j.enggeo.2019.105169
[18] S. Zhang and F. Wang, “Three-dimensional seismic slope stability assessment with the application of Scoops3D and GIS: a case study in atsuma, hokkaido,” Geoenvironmental Disasters, vol. 6, no. 1, pp. 1–14, 2019. https://doi.org/10.1186/s40677-019-0125-9
[19] R. J. Marin, E. F. García, and E. Aristizábal, “Assessing the effectiveness of TRIGRS for predicting unstable areas in a tropical mountain basin (Colombian Andes),” Geotechnical and Geological Engineering, vol. 39, no. 3, pp. 2329–2346, 2021. https://doi.org/10.1007/s10706-020-01630-w
[20] J. L. Ball, J. Taron, M. E. Reid, S. Hurwitz, C. Finn, and P. Bedrosian, “Combining multiphase groundwater flow and slope stability models to assess stratovolcano flank collapse in the cascade range,” Journal of Geophysical Research: Solid Earth, vol. 123, no. 4, pp. 2787–2805, 2018. https://doi.org/10.1002/2017JB015156
[21] E. Aristizábal, M. Vásquez, and D. Ruíz, “Métodos estadísticos para la evaluación de la susceptibilidad por movimientos en masa,” TecnoLógicas, vol. 22, no. 46, pp. 43–64, 2019. https://doi.org/10.22430/22565337.1247
[22] J. Mendoza and E. Aristizábal, “Metodología para la zonificación de la susceptibilidad por movimientos en masa en proyectos lineales. estudio de caso en el acueducto del municipio de Fredonia, Antioquia.” Ingeniería y ciencia, vol. 13, no. 26, 2017. http://orcid.org/0000-0002-9232-9713
[23] E. V. Aristizábal, E. Garc’ıa, R. J. Marin, F. Gómez, and J. C. Guzmán, “Rainfall-intensity effect on landslide hazard assessment due to climate change in north-western colombian andes,” Revista Facultad de Ingenier’ıa Universidad de Antioquia, 2021. https://doi.org/10.17533/udea. redin.20201215
[24] C. A. Hidalgo and J. A. Vega, “Estimación de la amenaza por deslizamientos detonados por sismos y lluvia (Valle de Aburrá-Colombia),” Revista EIA, vol. 11, no. 22, pp. 103–117, 2014. http:/dx.doi.org/10.14508/reia.2014.11. 22.103-117
[25] R. J. Marin and M. F. Velásquez, “Influence of hydraulic properties on physically modelling slope stability and the definition of rainfall thresholds for shallow landslides,” Geomorphology, vol. 351, p. 106976, 2020. https://doi.org/10.1016/j.geomorph.2019.106976 73
[26] R. J. Marin, E. F. García, and E. Aristizábal, “Effect of basin morphometric parameters on physically-based rainfall thresholds for shallow landslides,” Engineering Geology, vol. 278, p. 105855, 2020. https://doi.org/10.1016/j.enggeo.2020.105855
[27] J. Palacio Cordoba, M. Mergili, and E. Aristizábal, “Probabilistic landslide susceptibility analysis in tropical mountainous terrain using the physically based r. slope. stability model,” Natural Hazards and Earth System Sciences, vol. 20, no. 3, pp. 815–829, 2020. https://doi.org/10.5194/nhess-13-559-2013
[28] M. E. Reid, S. B. Christian, D. L. Brien, and S. Henderson, “Scoops3D—software to analyze three-dimensional slope stability throughout a digital landscape,” US Geological Survey Techniques and Methods, book, vol. 14, 2015. http://dx.doi.org/10.3133/tm14A1
[29] O. Hungr, “An extension of Bishop’s simplified method of slope stability analysis to three dimensions,” Geotechnique, vol. 37, no. 1, pp. 113–117, 1987. https://doi.org/10.1680/geot.1987.37.1.113
[30] . E. Municipio de Medellín, “Perfil demográfico por barrio Comuna 3 Manrique. Contrato interadministrativo no. 4600043606. medellin,” 2008.
[31] Empresa de Desarrollo Urbano (EDU) and Universidad EAFIT, Estudios báicos de amenaza, vulnerabilidad y riesgo de detalle para los circuitos Los Magos, El Corazón y Santo Domingo, en el municipio de Medellín. Universidad EAFIT: Medellín, 1991.
[32] W. R. Dearman, Engineering Geological Mapping. Elsevier, 1991.
[33] N. Jia, Y. Mitani, M. Xie, and I. Djamaluddin, “Shallow landslide hazard assessment using a three-dimensional deterministic model in a mountainous area,” Computers and Geotechnics, vol. 45, pp. 1–10, 2012. https://doi.org/10.1016/j.compgeo.2012.04.007
[34] E. Aristizábal, E. García, and C. Martínez, “Susceptibility assessment of shallow landslides triggered by rainfall in tropical basins and mountainous terrains,” Natural Hazards, vol. 78, no. 1, pp. 621–634, 2015. https://doi.org/10.1007/s11069-015-1736-4
[35] R. J. Marín, J. Marín-Londoño, and Á. J. Mattos, “Análisis y evaluación del riesgo de deslizamientos superficiales en un terreno montañoso tropical: implementación de modelos físicos simples,” Scientia et technica, vol. 25, no. 1, pp. 164–171, 2020.
[36] R. J. Marín and J. P. Osorio, “Modelación de la contribución arbórea en análisis de susceptibilidad a deslizamientos superficiales,” Revista EIA, vol. 14, no. 28, pp. 13–28, 2017. https://doi.org/10.24050/reia.v14i28.975
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May 12, 2021
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Marín, R. J., & Jaramillo-González, R. (2021). Landslide Susceptibility Assessment Using the Scoops3D Model in a Tropical Mountainous Terrain. Ingeniería Y Ciencia, 17(33), 71–96. https://doi.org/10.17230/ingciencia.17.33.4
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LandScient, Universidad de Antioquia, Universidad EAFIT
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