Numerical simulations of materials with micro-structure : limit analysis and homogenization techniques
Continuum-based numerical methods have played a leading role in the numerical solution of problems in soil and rock mechanics. However, for stratified soils and fractured rocks, a continuum assumption often leads to difficult parameters to define and over-simplified geometry to be realistic. In such...
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| Format: | conferencePaper |
| Language: | eng |
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2007
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| Online Access: | http://hdl.handle.net/1822/9113 |
| Country: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/9113 |