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Spatial Effects in Tunnelling Through Squeezing Ground
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Harmonising Rock Engineering and the Environment
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Harmonising Rock Mechanics and the Environment comprises the proceedings (invited and contributed papers) of the 12th ISRM International Congress on Rock Mechan
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On the variability of squeezing behaviour in tunnelling
On the role of constitutive behaviour in the response of squeezing ground to tunnelling
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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
Tunnels and Underground Cities. Engineering and Innovation Meet Archaeology, Architecture and Art
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