Potential for seepage erosion of landslide dam
Journal of Geotechnical Engineering
By: W. Meyer, R. L. Schuster, and M. A. Sabol
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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
| 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 |