The special spatial structure of karst tunnels is due to the existence of beaded caves, which leads to the complexity of the stress-strain field of the surrounding rock, and the influence on the surrounding rock in the process of traversing the construction is unclear. Taking the Zhongliangshan Tunnel of Chongqing Rail Transit Line 27 is taken as the background of the project, and a three-dimensional numerical model is constructed based on the existing energy field visualization and analysis system to investigate the influence of the different locations of the caves on the stability of the tunnel surrounding rock. The results show that: The right side of the tunnel cavern has the most significant influence on the stability of the surrounding rock, and the vertical displacement of its arch foot is up to 50%, and the plastic zone is connected with the cavern area; when the cavern is located in the upper and lower part of the tunnel and the spacing is 5 m, the plastic zone is not connected; The energy evolution of the surrounding rock shows that the elastic strain energy around the support structure is released in a negative value, and the right cavern results in the formation of the dissipative energy density through the band; Based on the plastic zone through the criterion of the bead-like cavern safety protection thickness, it is proposed to be a safe and safe protection against the breakout. Based on the plastic zone penetration criterion, it is proposed that the thickness of the safety anti-protrusion of bead-like cavern should be more than 5 m.

Focusing the lack of experience regarding surrounding rock deformation characteristics, construction methods and process arrangement for the shallow buried super-large span small clear distance subway station crossing sandstone mudstone interbedded inclined stratum when the of alternating sandstone and mudstone, this study takes the Ciqikou Station project on Chongqing Rail Line 27 as a case study, the different stratum inclination conditions under the influence of the excavation sequence and method of the stability of the station surrounding rock are explored. The preferred construction method of the shallow buried super-large span small clearance subway station crossing sandstone mudstone interbedded stratum is proposed. The results show that: In sandstone inclined interbedded strata, the inclination angle of 40° is the critical threshold of construction sequence, when the inclination angle of the strata is less than 40°, the side chamber passing through the inclined strata should be excavated first; When the inclination angle is more than 40°, excavating the side chamber away from the inclined strata can significantly reduce the deformation of the surrounding rock and settlement, among which, the double sidewall guide pit method as the preferred method can significantly reduce the deformation of the surrounding rock compared to the CRD method, and the CRD method can also significantly reduce the deformation of the surrounding rock. Optimizing the support structure force, which has good applicability under the project conditions.