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- W210582547 abstract "An analytic method to predict the change of stiffness ahead of the tunnel face, and to predict the existence of fault zone by analyzing absolute displacements of a tunnel in 3-dimensions is presented. The excavation of the tunnel in a stable rock mass causes a 3-dimensional arching effect around the excavation face. The fact, that the change of ground condition ahead of tunnel face or the existence of a weak fault zone will make a typical displacement tendency, is observed by the 3-dimensional analysis. The ratio of L/C (longitudinal displacement at crown divided by settlement at crown) can be used for predicting the existence of the discontinuity in which rock mass stiffness changes, the ratio of S/C (horizontal displacement at sidewall divided by settlement at crown) for predicting dip direction of the discontinuity approaching the tunnel face during tunnel excavation. In addition, the plotting of influence and trend lines along tunnel axis, or the stereonet plotting of displacement vectors bring a better understanding of geomechanical profiles ahead of the tunnel face. Therefore, by monitoring the 3-dimensional absolute displacements during tunnel excavation, and by applying the analytic method proposed in this study, the change of ground condition and the existence of fault zone ahead of the tunnel face can be predicted." @default.
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- W210582547 date "1998-01-01" @default.
- W210582547 modified "2023-09-28" @default.
- W210582547 title "A 3-Dimensional Analysis for Assessing Change of Ground-Condition Ahead of the Tunnel Face" @default.
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