The prediction and back analysis of excavation behaviour in Oxford Clay
The work described in this thesis involved the prediction and back-analysis of ground movements and pore water pressures around a temporary excavation, lOm deep, 105m long and 35m wide (50m long and lOm wide at its base) in the heavily overconsolidated Oxford Clay. An experimental programme was carr...
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University of Sheffield
1996
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| Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.242376 |