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By definition, the boulders differ in composition from surrounding rocks.
The embedded material in all instances appears to have pierced surrounding rocks.
The critical distance of cavern spacing decreases as the strength of the surrounding rocks increases.
The displacement increases with unloading time and decreases with the radial depth of surrounding rocks.
Damage, deformation and evolution of surrounding rocks induced by TBM excavation are discussed.
Meanwhile, the long-term deformation mechanisms and stability of surrounding rocks are also studied.
The engineering practice shows that the treated surrounding rocks have a good overall stability.
Geological radars were used to monitor the loose range and level of surrounding rocks.
Various stress regimes are assessed, incorporating the stiffness of the surrounding rocks.
The deformation of surrounding rocks increases with the increase in the tunnel depth for both models.
Yet the surrounding rocks, grass and recoiling tree are thinly painted, almost like a colored-in drawing.
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