A method to reduce thawing settlement deformation during highway operation in permafrost regions
A technology in permafrost regions and highways, applied in roads, roads, climate change adaptation, etc., can solve problems such as uneven deformation of the road surface, lack of continuous horizontal reinforcement elements, vertical force, and uneven downward movement of the upper limit of frozen soil. Achieve the effects of eliminating repair costs, reducing road operating costs, and ensuring high reliability
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specific Embodiment approach 1
[0015] Specific implementation mode one: combine figure 1 Describe this embodiment, a method for reducing thawing and settlement deformation during highway operation in permafrost regions in this embodiment is specifically carried out in the following steps:
[0016] 1. Excavate the natural soil to obtain road cuttings;
[0017] 2. Between the bottom of the cutting and the upper limit position 6 of the permafrost layer, the drilling construction is carried out with a square grid; the drilling construction includes vertical drilling and inclined drilling, and inclined drilling is set on both sides along the direction of the road. Set vertical drilling;
[0018] 3. Put steel sleeves into the vertical borehole and the inclined borehole respectively, fill the lower part of the steel sleeve with sand, and fill the upper part with concrete to form the pile body 5;
[0019] 4. Backfill a layer of gravel buffer layer 3 at the bottom of the cutting;
[0020] Five, lay geosynthetics ...
specific Embodiment approach 2
[0027] Embodiment 2: This embodiment differs from Embodiment 1 in that: the excavation depth in step 1 is not less than the standard freezing depth. Others are the same as the first embodiment.
specific Embodiment approach 3
[0028] Embodiment 3: This embodiment differs from Embodiment 1 or Embodiment 2 in that: the pile distance of the drilling construction described in step 2 is 2-2.5m, and the hole diameter is 0.35-0.45m. Others are the same as those in Embodiment 1 or 2.
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