A method for ecological protection of expansive soil slopes
A technology of ecological protection and expansive soil, which is applied in the direction of soil preparation, excavation, agricultural machinery and machinery, etc., can solve problems such as water and soil loss, ecological damage of shallow landslides, etc., to reduce shallow landslides, protect the ecological environment and system, and strengthen The effect of anchoring
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Embodiment 1
[0043] Such as Figure 1-3 As shown, a method for ecological protection of expansive soil slopes, a number of modified anchor columns 2 and a number of plant planting anchor units 3 are distributed on the slope surface 1 of the expansive soil slope, wherein the plant planting anchor units 3 are planted with root systems Developed plants use their roots to anchor and protect the soil of the expansive soil slope. The modified anchor column 2 includes an anchor pipe 201 arranged in a borehole on the slope surface 1. The upper and lower ends of the anchor pipe 201 are open, and the surface of the anchor pipe 201 is Penetration holes with a diameter of 2 mm are densely covered, and the anchor pipe 201 is filled with collapsible loess, thereby forming a loess area 203 in the anchor pipe 201, and the upper part of the loess area 203 in the anchor pipe 201 is filled with construction waste formed. Garbage filter layer 204 , the top of the construction waste filter layer 204 is flush w...
Embodiment 2
[0047] This embodiment is an improvement made on the basis of embodiment 1. Its main structure is the same as that of embodiment 1. The improvement is that the construction waste filter layer 204 is filled with crushed construction waste. It is formed in the anchor pipe 201, and is divided into upper layer, middle layer and lower layer from top to bottom, wherein, the thickness of the upper layer is 20cm, which is made of large particles of construction waste with a particle size of 35-55mm; the thickness of the middle layer is 14cm, It is paved with medium-grained construction waste with a particle size of 20-40mm; the thickness of the lower layer is 6cm, and it is paved with fine-grained construction waste with a particle size of no more than 10mm.
Embodiment 3
[0049] This embodiment is another improvement made on the basis of embodiment 1, its main structure is the same as that of embodiment 1, and the improvements are as follows: image 3 As shown, the center of the anchor pipe 201 is provided with a steel anchor rod 202. The bottom end of the steel anchor rod 202 exceeds the bottom of the anchor pipe 201 and is inserted into the expansive soil slope, and the top end protrudes from the top of the anchor pipe 201.
[0050] In this embodiment, the bottom end of the steel anchor rod 202 is generally 20-50 cm beyond the bottom of the anchor pipe 201, and the top end is 10 cm beyond the top.
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