The effective shear strength of artificially fissured overconsolidated clays.
The effective shear strength of artificially overconsolidated clays with continuous fissures, or with discontinuous or partial fissuring, has been discussed from both the experimental and numerical points of view.Direct shear and triaxial tests have been conducted on a range of unfissured, partially...
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| Format: | Thesis |
| Language: | English |
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Curtin University
1998
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| Online Access: | http://hdl.handle.net/20.500.11937/2011 |