Method for enlarging and digging tunnel portal at weak surrounding rock section in tunnel
A technology in weak surrounding rocks and in tunnels, which is applied in tunnels, tunnel linings, underground chambers, etc., and can solve the problems of impossibility of pipe shed, high cost, and long distance
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[0020] A specific embodiment of the present invention takes the TA08 bid section of a subway line in a certain place as an example. The TA08 bid section is a shallow-buried underground excavation interval tunnel, located in the center of the city, with a surface buried depth of only 9-15m. It belongs to the first-level terraced landform unit of the Yangtze River, and the geological conditions are complex. In the early stage, the geological survey failed to accurately reflect the geological conditions of the strata where the tunnel is located. During the excavation and excavation of the tunnel, some weak surrounding rock geology was suddenly discovered. It is difficult to ensure the excavation by using traditional support methods such as small ahead conduits. For the safety of the construction site, it is necessary to add a pipe shed. Before the construction of the pipe shed, it is necessary to construct the pipe shed studio in the area where the initial branch has been complete...
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