Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations
Limits of slope stability, limit equilibrium methods, and of the finite element code FEADAM are reached in the application of these methods to the problem of cracked dams constructed on collapsing soils.
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| Format: | Others |
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PDXScholar
1991
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| Online Access: | https://pdxscholar.library.pdx.edu/open_access_etds/4428 https://pdxscholar.library.pdx.edu/cgi/viewcontent.cgi?article=5493&context=open_access_etds |