Ground deformation associated with tunnelling and deep excavations in clay, with particular reference to London clay
This work is mainly directed towards problems of ground stability and ground deformations caused by tunnelling and deep excavation in clay. The particular question of surface settlement associated with soft ground tunnelling has been critically examined. Derivation of semi-empirical relationships ha...
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Durham University
1975
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| Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.466731 |