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Finite element limit analysis of reinforced soils

โœ Scribed by H.S. Yu; S.W. Sloan


Book ID
108391614
Publisher
Elsevier Science
Year
1997
Tongue
English
Weight
944 KB
Volume
63
Category
Article
ISSN
0045-7949

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A finite element analysis of a reinforced embankment-foundation system has been conducted using a coupled formulation and elastoplasticity theory. Such important factors as type of reinforcement, the type of clay, depth of foundation and drainage condition affecting the system have been systematical