The characteristics are outlined of a finite element approach for the analysis of underground excavations in the presence of strain softening material behaviour. A comparison is also presented between the numerical results and those obtained by small scale laboratory tests on a tunnel model.
Numerical analysis of excavations in “brittle” soils
GIODA, GIANCARLO;CIVIDINI, ANNAMARIA;STERPI, DONATELLA VALERIA
1997-01-01
Abstract
The characteristics are outlined of a finite element approach for the analysis of underground excavations in the presence of strain softening material behaviour. A comparison is also presented between the numerical results and those obtained by small scale laboratory tests on a tunnel model.File in questo prodotto:
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