Construction methods for unfavorable geology in tunnel engineering in high altitude areas
A technology for tunnel engineering and construction methods, applied in tunnels, tunnel linings, underground chambers, etc., can solve problems such as lack of experience in building such tunnel engineering, reduce damage and construction risks, improve adaptability, and improve self-supporting. effect of ability
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Embodiment 1
[0031] A construction method aimed at unfavorable geology in tunnel engineering in high altitude areas, including the following steps:
[0032] (1) Provide advanced geological reports; use geological radar to conduct advanced geological forecasts, collect data along the survey line, and continuously detect to obtain radar reflection profiles, thereby providing recommended surrounding rock levels and bad geological bodies in front of tunnel excavation work Forecast and the hydrogeological conditions in front of the master and the possible water inrush forecast;
[0033] (2) Advance support construction; use advanced bolts with a diameter of 30-35mm to lock the surrounding rock in front of the tunnel. The length of the advanced bolts is 4-4.5m, and the insertion angle is adjusted according to the actual situation. Ensure that a part of the anchor rod remains in the rock mass after a cycle of blasting to strengthen the tunnel face;
[0034] (3) Tunnel excavation; multiple drilling hole...
Embodiment 2
[0048] A construction method aimed at unfavorable geology in tunnel engineering in high altitude areas, including the following steps:
[0049] (1) Provide advanced geological reports; use geological radar to conduct advanced geological forecasts, collect data along the survey line, and continuously detect to obtain radar reflection profiles, thereby providing recommended surrounding rock levels and bad geological bodies in front of tunnel excavation work Forecast and the hydrogeological conditions in front of the master and the possible water inrush forecast;
[0050] (2) Advance support construction; use advanced bolts with a diameter of 30-35mm to lock the surrounding rock in front of the tunnel. The length of the advanced bolts is 4-4.5m, and the insertion angle is adjusted according to the actual situation. Ensure that a part of the anchor rod remains in the rock mass after a cycle of blasting to strengthen the tunnel face;
[0051] (3) Tunnel excavation; multiple drilling hole...
Embodiment 3
[0073] A construction method aimed at unfavorable geology in tunnel engineering in high altitude areas, including the following steps:
[0074] (1) Provide advanced geological reports; use geological radar to conduct advanced geological forecasts, collect data along the survey line, and continuously detect to obtain radar reflection profiles, thereby providing recommended surrounding rock levels and bad geological bodies in front of tunnel excavation work Forecast and the hydrogeological conditions in front of the master and the possible water inrush forecast;
[0075] (2) Advance support construction; use advanced bolts with a diameter of 30-35mm to lock the surrounding rock in front of the tunnel. The length of the advanced bolts is 4-4.5m, and the insertion angle is adjusted according to the actual situation. Ensure that a part of the anchor rod remains in the rock mass after a cycle of blasting to strengthen the tunnel face;
[0076] (3) Tunnel excavation; multiple drilling hole...
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