Excavation and supporting method for tunnel crossing high-angle thrust water-rich and sand-rich fault

Abstract

The invention discloses an excavation and supporting method for a tunnel crossing a high-angle thrust water-rich and sand-rich fault. A circuitous pilot tunnel and a drainage tunnel are arranged on asame side of a tunnel main hole. When excavation and supporting construction is carried out on a construction tunnel, the excavation and supporting method for the tunnel crossing the high-angle thrustwater-rich and sand-rich fault comprises the steps that 1, preliminary excavation and supporting construction is carried out on a rear side tunnel segment; 2, synchronous excavation and supporting construction is carried out on a rear side tunnel segment and a drainage tunnel body of the drainage tunnel; 3, the synchronous excavation and supporting construction is carried out on the rear side tunnel segment, the drainage hole body of the drainage tunnel and a rear side circuitous pilot tunnel segment; 4, the excavation and supporting construction is carried out on a front drainage tunnel body, a front pilot tunnel segment and a middle tunnel segment; and 5, the excavation and supporting construction is carried out on a front side tunnel segment. According to the excavation and supportingmethod for the tunnel crossing the high-angle thrust water-rich and sand-rich fault, the steps are simple, design is reasonable, construction is simple and convenient, the using effect is good, the tunnel hole is excavated by adopting a three-step method, full fracture surface supporting is carried out on the tunnel hole by adopting a double-layer preliminary supporting structure after excavation,and the safety of a later tunnel structure can be ensured.

Description

Technical field [0001] The invention belongs to the technical field of tunnel construction, and in particular relates to a method for excavating and supporting a tunnel crossing a high-angle thrusting water-rich and sand-rich fault. Background technique [0002] Tunnel support includes the advance support before excavation, the initial support and the post support after the excavation is completed. The latter support is also called the secondary lining of the tunnel. In order to ensure that the soil does not collapse or produce quicksand during the excavation of the face, it is necessary to take auxiliary measures such as advanced support and grouting reinforcement for the front soil before excavation. Curtain grouting is the use of hydraulic or air pressure to press the solidified grout into the specified rock and soil layer according to the designed concentration through special grouting boreholes to fill the cracks or pores in the rock and soil to a certain range in front of t...

AI Technical Summary

Problems solved by technology

In water-rich and sand-rich strata, rock mass fragmentation provides more favorable conditions for the occurrence and enrichment of groundwater, and the construction is very difficult. In addition, the stratum contains sand layers, and water and sand gushes are prone to occur during construction. In addition, The dip angle of the fault section is greater than 60°, which is likely to cause catastrophic consequences and seriously affect the safety and efficiency of construction

Therefore, when the tunnel crosses a f

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