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A precondition for correctly analyzing the stability of a slope and designing its bracing structure is to study and determine the influence of excavation blasting on the properties of weak intercalation in the layered rock slope.
This system can be used to monitor displacement and pore pressure at different directions around a tunnel throughout the construction period, and the depth of influence of excavation on both deformation and pore pressure will be determined.
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Gao et al. [3] investigated the influence of excavations on a nearby road tunnel using 3D FEM.
The influences of excavation and groundwater drainage on the seepage flow and stability of the slopes were demonstrated with numerical simulations.
Several protective measures for alleviating the influence of adjacent excavation on left tunnel are studied, including divided excavation, soil improvement and a cut-off wall.
Therefore, the adverse influence of deep excavation on the surrounding environment should be monitored and controlled stringently.
The inevitable influence of large excavation in soft soils on nearby tunnels is of great concern in practice.
It is a very important question that how to control the influence of the excavation to highway bridge foundation.
The numerical results show that the tunnel is stable and the influence of tunnel excavation on adjacent buildings is within the permissible range.
This means that an ultra-shallow-tunnel will be excogitated and built in strata with inclined geomorphology; consequently, the influence of rock excavation will extend to ground surface and possibly cause casualties during tunneling [11, 12].
Moreover, different ground conditions and construction stages will require the application of different empirical methods to calculate the zone of influence of deep excavations.
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