Protection method of cold region dispersive soil side slope
A slope and decentralized technology, applied in excavation, construction, infrastructure engineering, etc., can solve problems such as instability, erosion damage protection method engineering quantity, heavy rain erosion impact, etc., to achieve cost reduction, maintenance of natural landscape, good The effect of security and stability
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specific Embodiment approach 1
[0021] Specific implementation mode one: the protection method of a kind of cold region scattered soil slope of this embodiment is carried out according to the following steps:
[0022] 1. Pre-lay a layer of geotextile at the position where the composite material is to be laid. The geotextile is laid along the slope from the shoulder to the foot of the slope, and the lap length in the direction of water flow is not less than 20cm;
[0023] 2. Put the polyurethane binder and the crushed stone in a mixing machine for stirring and mixing, and stir until the polyurethane binder is evenly wrapped on the surface of the crushed stone to obtain a composite material; the quality of the polyurethane binder and the crushed stone The ratio is (2~3): 100; the diameter of the crushed stone is 5mm~30mm;
[0024] 3. Lay the composite material obtained in step 2 on the upper surface of the channel slope geotextile before curing to form a slope protection layer with an overall structure. The la...
specific Embodiment approach 2
[0036] Embodiment 2: This embodiment differs from Embodiment 1 in that: in step 1, the overlapping length in the direction of water flow is 20 cm to 25 cm. Other steps and parameters are the same as those in Embodiment 1.
specific Embodiment approach 3
[0037] Embodiment 3: The difference between this embodiment and Embodiment 1 or 2 is that in Step 2, the polyurethane binder and gravel are placed in a mixing machine for stirring and mixing. After stirring for 3 minutes to 5 minutes, a composite material is obtained. Other steps and parameters are the same as those in Embodiment 1 or Embodiment 2.
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