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Pseudostatic slope stability analysis by the finite element method

Leeds, Alena L.
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Advisor
Griffiths, D. V.
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Date
Date Issued
2002
Date Submitted
Keywords
Finite element method
 Slopes (Soil mechanics) -- Computer programs
 Slopes (Soil mechanics) -- Stability
 Dams -- Earthquake effects -- California -- San Francisco Bay Area
 San Francisco Bay Area (Calif.)
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2000-2009 - Mines Theses & Dissertations
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Leeds_10796933.pdf
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https://hdl.handle.net/11124/177584
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Copyright of the original work is retained by the author.
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