Empirical correlation between undrained shear strength and preconsolidation pressure in Swedish soft clays
The undrained shear strength and preconsolidation pressure are key parameters in describing the characteristics of soft clays. The two parameters both reflect the clay’s structure and state of stress, and hence empirical correlations for undrained shear strength normalized with respect to preconsoli...
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| Format: | Others |
| Language: | English |
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KTH, Jord- och bergmekanik
2017
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| Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-213848 |