Centrifuge and numerical modelling of twin-propped retaining walls
A series of tests on flexible model diaphragm walls embedded in an overconsolidated clay was carried out at the London Geotechnical Centrifuge Centre. The walls were propped at the crest and, following the simulation of excavation, were propped at formation level. Although a retained height of 10m w...
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Queen Mary, University of London
1995
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| Online Access: | https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.283442 |