Response of ground and buildings to deep excavations and tunnelling
This dissertation describes the work to develop design guidance to incorporate the influence of building stiffness in modifying the deflection ratios and horizontal strains induced by deep excavations. Using the finite element method, a multi-proposed excavation was simulated adjacent to a building,...
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University of Cambridge
2011
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| Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.599464 |