ABSTRACT Ground collapse has frequently been reported in recent years, which poses a great threat to the safety of human beings and property. This study aims to determine the collapsing diameter and volume of tunnelling-induced ground collapse by analytical method. Firstly, assuming that the surface of collapsed block is sliding along a planar surface, and the sliding area is derived based on the limit equilibrium method. Then, the collapse volume is derived by combining with the equation of the collapse trajectory. Lastly, the proposed method is verified by a physical modelling test. The results show that (i) as the unit weight of soil, buried-depth and the radius of tunnel increase, the influencing diameter and collapse volume gradually increase; (ii) with the increase in the cohesion and friction angle of the soil, the influencing diameter and collapse volume gradually decrease. Dongquan Tunnel is taken as a case study, the influencing diameter of ground by using the proposed approach is compared with the one in practical engineering. This study provides a theoretical guideline to mark the collapse warning lines by the potential ground collapse area, which is induced by excavation of shallow-buried tunnels or underground structures.
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