Re-analysis of deep excavation collapse using a generalized effective stress soil model
Thesis (Civ. E.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2010. === Cataloged from PDF version of thesis. === Includes bibliographical references (p. 137-138). === This thesis re-analyzes the well-documented failure of a 30m deep braced excavation underco...
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| Format: | Others |
| Language: | English |
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Massachusetts Institute of Technology
2011
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| Online Access: | http://hdl.handle.net/1721.1/60759 |