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Modelling of deep tunnel behaviour in clay

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Figure

Table 4.2 Seepage parameters for Speswhife kaolin used in thefinite element analyses
Table 6.2 Initial stress states and displacements at the end of removal of
Figure 1.1 The Underground Research Laboratory at Mo (after Manfroy et al, 1987)
Figure 1.5 Variation of Ncrit with tunnel geometry (after Mair,1979)
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