Recent earthquakes in Colombia have shown the great importance of landslide triggering. Considering these conditions, a study was carried out to develop a methodology for zonification of slope stability under earthquakes, based on representative variables of geomorphology, geology and soil profiles. This methodology covered compilation of existing information about geological, geomorphologic and geotechnical studies, analyses of earthquake ground response, definition of dynamic behavior of representative soil profiles, and development of topographical and geotechnical models taking full advantage of Geographical Information System (GIS) tools. This paper describes the resulting GIS methodology and discusses its reliability, based on its app...
This article presents an estimation of the hazard by earthquake and rainfall triggered landslides in...
The October 8, 2005 Kashmir earthquake triggered several thousand landslides throughout the Himalaya...
Abstract: Using a pseudo-static analysis method of slope instability proposed by Koppula, combining ...
A land management plan (Plan de Ordenamiento Territorial, POT) is an instrument for planning the lan...
The paper presents a case study of landslides associated with the 1983 Popayan earthquake in Colombi...
ABSTRACT: Widespread slope failures and karst collapse features followed the 15 October 2013 Mw7.2 e...
The demand for estimating landslide hazard has evolved during the last decade. Landslides are charac...
In this work, a model for evaluating earthquake-triggered landslides hazard following the Newmark me...
Studying of landslides triggering factors and zonation of their hazards could help effectively in re...
Landslide includes a wide range of ground movements, such as rock falls, deep failure of slope, and ...
This paper provides a quantitative assessment for the hazard, the vulnerability and the risk associa...
22 p. - Supplementary Materials available online at https://www.mdpi.com/article/10.3390/app11115013...
Las laderas están sujetas a procesos de inestabilidad conocidos como movimientos de remoción en masa...
A spatially distributed physically based slope stability model combined with a hydrological model is...
As a result of the 25 January 1999 Armenia earthquake, the city of Pereira (400,000 inhabitants), lo...
This article presents an estimation of the hazard by earthquake and rainfall triggered landslides in...
The October 8, 2005 Kashmir earthquake triggered several thousand landslides throughout the Himalaya...
Abstract: Using a pseudo-static analysis method of slope instability proposed by Koppula, combining ...
A land management plan (Plan de Ordenamiento Territorial, POT) is an instrument for planning the lan...
The paper presents a case study of landslides associated with the 1983 Popayan earthquake in Colombi...
ABSTRACT: Widespread slope failures and karst collapse features followed the 15 October 2013 Mw7.2 e...
The demand for estimating landslide hazard has evolved during the last decade. Landslides are charac...
In this work, a model for evaluating earthquake-triggered landslides hazard following the Newmark me...
Studying of landslides triggering factors and zonation of their hazards could help effectively in re...
Landslide includes a wide range of ground movements, such as rock falls, deep failure of slope, and ...
This paper provides a quantitative assessment for the hazard, the vulnerability and the risk associa...
22 p. - Supplementary Materials available online at https://www.mdpi.com/article/10.3390/app11115013...
Las laderas están sujetas a procesos de inestabilidad conocidos como movimientos de remoción en masa...
A spatially distributed physically based slope stability model combined with a hydrological model is...
As a result of the 25 January 1999 Armenia earthquake, the city of Pereira (400,000 inhabitants), lo...
This article presents an estimation of the hazard by earthquake and rainfall triggered landslides in...
The October 8, 2005 Kashmir earthquake triggered several thousand landslides throughout the Himalaya...
Abstract: Using a pseudo-static analysis method of slope instability proposed by Koppula, combining ...