Title of article
Frequency–volume relation and prediction of rainfall-induced landslides
Author/Authors
Dai، نويسنده , , F.C. and Lee، نويسنده , , C.F، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2001
Pages
14
From page
253
To page
266
Abstract
Rainfall-induced landslides constitute a major public concern in Hong Kong. This paper investigates two aspects of critical importance to landslide hazard and risk assessment and management: magnitude–cumulative frequency relationship for landslides, and relationship between rainfall and the occurrence of landslides. The results indicated that landslides with a failure volume of not less than 4 m3 have a cumulative frequency–size distribution with a power-law dependence on volume of failure. Analysis of rainfall/landslides showed that the 12-hour rolling rainfall is most important in predicting the number of landslides. Failure volume dependency in the relationships between rainfall and the number of landslides is also presented. However, with an increase in failure volume of landslides, the most important rainfall variable may vary from rainfall of short duration (12-h rolling rainfall) to that of relatively long duration (24-h rolling rainfall).
Keywords
Prediction , Landslide , Rainfall , Magnitude–frequency
Journal title
Engineering Geology
Serial Year
2001
Journal title
Engineering Geology
Record number
2344922
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