A safe and rapid excavation and support method for tunnels in water-rich fault zones
A technology for tunnels and faults, which is applied in the direction of tunnels, tunnel linings, and installation of anchor rods. It can solve problems such as slow grouting reinforcement process, affecting construction progress, and poor tunnel reinforcement effects in water-rich fault zones.
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Embodiment 1
[0046] see Figure 8-10 , a safe and rapid excavation and support method for a tunnel in a water-rich fault zone, including advance support, primary support and secondary support, that is, advance support is performed before tunnel excavation, and initial support and secondary support are performed during tunnel excavation. Secondary support.
[0047] With the advancement of the face, geological engineers are required to carry out continuous geological sketch records on the face, and make predictions based on the changes in the geological sketch of the face combined with geological survey data, and propose pre-reinforcement and reinforcement for possible complex geological conditions. Engineering measures to support or change the construction method; among them, the method of obtaining address information can take seismic wave detection as the main means, supplemented by geological radar detection, infrared water detection and other geophysical methods, and the unfavorable geo...
Embodiment 2
[0053] see Figure 9-10 , a safe and rapid excavation and support method for a tunnel in a water-rich fault zone, including advance support, primary support and secondary support, that is, advance support is performed before tunnel excavation, and initial support and secondary support are performed during tunnel excavation. Secondary support.
[0054] With the advancement of the face, geological engineers are required to carry out continuous geological sketch records on the face, and make predictions based on the changes in the geological sketch of the face combined with geological survey data, and propose pre-reinforcement and reinforcement for possible complex geological conditions. Engineering measures for supporting or changing the construction method; when the internal structure of the tunnel is simple and there is no soft soil, there is no need to carry out advanced support at this time, and only need to carry out primary support and secondary support.
[0055] The init...
Embodiment 3
[0061] A method for safe and rapid excavation and support of a tunnel in a water-rich fault zone. Further, the internal structure of the tunnel needs to be tested before the advance support is performed before the tunnel is excavated, including:
[0062] Calculate the detection value of the internal structure of the tunnel according to the detection data;
[0063]
[0064] Among them, h is the detection value of the internal structure of the tunnel, λ is the complexity of the internal structure of the tunnel, a is the amount of sand particles in the soil sampling sample inside the tunnel, m is the amount of the soil sampling sample inside the tunnel, and b is the open source taken to obtain the soil sampling sample inside the tunnel. Excavation method, d is the number of excavation methods that can be used to obtain soil samples inside the tunnel; when the detection value h of the internal structure of the tunnel is less than the preset threshold, it indicates that the struc...
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