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- W2580839067 abstract "The intensity of rock deformations and rock pressures in a tunnel section where there are squeezing conditions may vary over short distances. The variability of squeezing can be traced back to heterogeneities of the ground at different scales and with respect both to its mechanical and to its hydraulic characteristics. Often the cause of this phenomenon is an advance through a sequence of rock zones with different degrees of crushing or shearing. The results of numerical calculations indicate that even relatively thin competent rock interlayers may have a pronounced stabilizing effect. However, even in a macroscopically homogeneous rock mass, a large variation of deformations may be observed. This can be explained theoretically by the fact that the results of ground response analyses are highly sensitive to minor changes in rock properties." @default.
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- W2580839067 date "2007-01-01" @default.
- W2580839067 modified "2023-09-23" @default.
- W2580839067 title "On the variability of squeezing in tunneling" @default.
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