Construction process for large-section soft rock large-deformation tunnel
A construction technique and large deformation technology, applied in tunnels, tunnel linings, shaft linings, etc., can solve the problems of intrusion, fast deformation rate, ineffective release of ground stress, etc., to prevent intrusion, improve bearing capacity, The effect of reducing stress
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[0033] In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.
[0034] The construction technology of a large-section soft rock large-deformation tunnel provided by this embodiment includes the following steps:
[0035] 1) Construction of the upper steps: firstly carry out the arc-shaped pilot pit part I of the upper steps (see figure 1 ) and reserve the upper step core soil part IV (1), the core soil length is 3-5m, after excavating a foot, quickly lay the elastic foam board of the arch and fix it with long anchors, erect the arch immediately after completion Outer steel frame 2, the model is HW200*200 steel, and 2 rows are laid at 30-50cm above the arch feet...
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