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Numerical limit analysis (NLA) of rock masses modelled as discontinua, conventional and cosserat continua
Numerical limit analysis (NLA) of rock masses modelled as discontinua, conventional and cosserat continua
Numerical limit analysis (NLA) of rock masses modelled as discontinua, conventional and cosserat continua
Durand, A. F. (Autor:in) / Vargas, E. A. (Autor:in) / Vaz, L. E. (Autor:in) / Macias, J. A. (Autor:in) / Matos Fernandes, M. / University of Porto / National Civil Engineering Laboratory of Lisbon / Catholic University of Rio de Janerio
International workshop; 3rd, Appications of computational mechanics in geotechnical engineering ; 1998 ; Porto, Portugal
01.01.2001
10 pages
Aufsatz (Konferenz)
Englisch
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