2009
DOI: 10.1016/j.geomorph.2009.01.009
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Susceptibility assessment of shallow landslides on Oahu, Hawaii, under extreme-rainfall events

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Cited by 45 publications
(22 citation statements)
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“…In basaltic lavas, vertical or horizontal fractures Lithology, its derived alterites, and slope values are the most significant factors for land instabilities in Mayotte; this relationship is observed in other tropical environments (e.g. Nagarajan et al, 2000;Saldivar-Sali and Einstein, 2007;Deb and El Kadi, 2009). On such volcanic formations, triggering factor is heavy rainfall over a long period (Au, 1998;Deb and The initial methodology was simplified to accommodate the available data, and was calibrated during heavy rains in 2003 and 2004 to improve its precision.…”
Section: Revised Versionmentioning
confidence: 86%
See 1 more Smart Citation
“…In basaltic lavas, vertical or horizontal fractures Lithology, its derived alterites, and slope values are the most significant factors for land instabilities in Mayotte; this relationship is observed in other tropical environments (e.g. Nagarajan et al, 2000;Saldivar-Sali and Einstein, 2007;Deb and El Kadi, 2009). On such volcanic formations, triggering factor is heavy rainfall over a long period (Au, 1998;Deb and The initial methodology was simplified to accommodate the available data, and was calibrated during heavy rains in 2003 and 2004 to improve its precision.…”
Section: Revised Versionmentioning
confidence: 86%
“…Nagarajan et al, 2000;Saldivar-Sali and Einstein, 2007;Deb and El Kadi, 2009). On such volcanic formations, triggering factor is heavy rainfall over a long period (Au, 1998;Deb and The initial methodology was simplified to accommodate the available data, and was calibrated during heavy rains in 2003 and 2004 to improve its precision. This study was the first of its kind in Mayotte and the methodology was chosen for its reliability, ease of use and low cost compared to the hydrologic-hydraulic method.…”
Section: Revised Versionmentioning
confidence: 99%
“…Here we focus on a few key aspects of the model. In the absence of actual data, the set of variables and parameters of the infinite slope stability model is aggregated and become calibration input (Pack et al, 1998;Deb and El-Kadi, 2009;Kuriakose et al, 2009) Uncertainty in the three variables C, tan f, and R/T is modelled by the specification of upper and lower bounds (Deb and El-Kadi, 2009). The definition of input parameters makes it possible to classify the study area into various slope-stability classes.…”
Section: The Stability Index Mapping Modelmentioning
confidence: 99%
“…When the combined values do not reach a stable condition, the slope was defined as a high instability hazard zone. Under such conditions, bare slopes or slopes devoid of soil cover may lead to erroneous results; in this case, the results calculated by the SINMAP model will not be reliable [Terhorst and Kreja, 2009;Deb and El-Kadi, 2009].…”
Section: Slope Stability Distributionmentioning
confidence: 99%