Regional-scale co-seismic landslide assessment using limit equilibrium analysis

Traditionally, regional assessment of seismic slope stability has been done using the infinite slope-rigid sliding block analysis. A major disadvantage of this approach is the resulting overestimation of the critical acceleration of the slope due to the underlying assumption of a predefined slope fa...

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Vydáno v:	Engineering geology Ročník 204; s. 53 - 64
Hlavní autoři:	Saade, Angela, Abou-Jaoude, Grace, Wartman, Joseph
Médium:	Journal Article
Jazyk:	angličtina
Vydáno:	Elsevier B.V 08.04.2016
Témata:	Acceleration Assessments Co-seismic computer software earthquakes engineering equations Failure Geographic Information System geophysics inventories Landslide assessment Landslides Mathematical models Newmark sliding block Planes prediction Regional shear strength Sliding Slip surfaces Slopes USA, California, Los Angeles Newmark sliding block Regional Slip surfaces Landslide assessment Geographic Information System Co-seismic
ISSN:	0013-7952, 1872-6917
On-line přístup:	Získat plný text
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