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On the role of constitutive behaviour in the response of squeezing ground to tunnelling
Av Weijie Dong
E-bok, 2017
732 kr
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Squeezing conditions in tunnelling are characterized by the occurrence of large deformations of the opening or high rock pressure that may overstress the lining. Squeezing is associated with poor quality rock. Tunnelling in squeezing ground involves great uncertainties. It is therefore very …