Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations

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.

Bibliographic Details
Main Author: Soliday, Stanley, Jr.
Format: Others
Published: PDXScholar 1991
Subjects:
Dam failures > Computer simulation
Finite element method
Earth dams
Soil consolidation
Civil Engineering
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
id ndltd-pdx.edu-oai-pdxscholar.library.pdx.edu-open_access_etds-5493
record_format oai_dc
spelling ndltd-pdx.edu-oai-pdxscholar.library.pdx.edu-open_access_etds-54932019-10-20T05:00:02Z Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations Soliday, Stanley, Jr. 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. 1991-01-01T08:00:00Z text application/pdf https://pdxscholar.library.pdx.edu/open_access_etds/4428 https://pdxscholar.library.pdx.edu/cgi/viewcontent.cgi?article=5493&context=open_access_etds Dissertations and Theses PDXScholar Dam failures -- Computer simulation Finite element method Earth dams Soil consolidation Civil Engineering
collection NDLTD
format Others
sources NDLTD
topic Dam failures -- Computer simulation
Finite element method
Earth dams
Soil consolidation
Civil Engineering
spellingShingle Dam failures -- Computer simulation
Finite element method
Earth dams
Soil consolidation
Civil Engineering
Soliday, Stanley, Jr.
Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations
description 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.
author Soliday, Stanley, Jr.
author_facet Soliday, Stanley, Jr.
author_sort Soliday, Stanley, Jr.
title Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations
title_short Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations
title_full Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations
title_fullStr Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations
title_full_unstemmed Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations
title_sort limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations
publisher PDXScholar
publishDate 1991
url https://pdxscholar.library.pdx.edu/open_access_etds/4428
https://pdxscholar.library.pdx.edu/cgi/viewcontent.cgi?article=5493&context=open_access_etds
work_keys_str_mv AT solidaystanleyjr limitsoflimitequilibriumandfiniteelementtechniquesappliedtocrackeddebrisdamsoncollapsingfoundations
_version_ 1719272198704726016

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