Potential for seepage erosion of landslide dam

Journal of Geotechnical Engineering
By: , and 

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Abstract

The failure potential of the debris-avalanche dam at Castle Lake near Mount St. Helens, Washington, by three processes of seepage erosion (1) Heave; (2) piping; and (3) internal erosion, is examined. Results indicated that the dam is stable against piping but potentially locally unstable against heave. -from Authors

Additional publication details

Publication type Article
Publication Subtype Journal Article
Title Potential for seepage erosion of landslide dam
Series title Journal of Geotechnical Engineering
DOI 10.1061/(ASCE)0733-9410(1994)120:7(1211)
Volume 120
Issue 7
Year Published 1994
Language English
Publisher ASCE
Larger Work Type Article
Larger Work Subtype Journal Article
Larger Work Title Journal of Geotechnical Engineering
First page 1211
Last page 1229
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