Soil taking method in road construction process
A technology for road construction and roads, applied in construction, infrastructure engineering, on-site foundation soil surveys, etc., can solve problems such as soil quality deterioration and affect plant growth, and achieve the effect of promoting growth
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Embodiment 1
[0024] Example 1: A method for borrowing soil during road construction, including the following steps: S1: Route survey, surveying surrounding land along the road; S2: Selecting a borrow site, and selecting the vertical distance from the road according to the survey situation The nearest and barren place is used as a borrow site, and there are several barren slopes in the borrow site; S3: excavate earth, dig hole 1 beside the barren slope, and transport the excavated soil to the road construction site; S4: in Pick No. 1 waste slope next to No. 1 pit, scrape off the surface of No. 1 waste slope and pile it aside, fill half of the remaining soil on No. 1 waste slope into No. 1 pit, and transport the other half to the road construction site; S5: Fill the river silt in the No. 1 pit; S6: Backfill the soil in step S4 to the upper layer of the No. 1 pit; S7: Dig down the No. 2 pit on the ground where the original No. 1 barren slope is located, and the excavated The soil is transporte...
Embodiment 2
[0031] The second embodiment: the difference from the first embodiment is that in step S4, the sand backfilled into the No. 1 pit from the waste slope No. 1 is piled up in a truncated cone shape, and the top surface of the truncated cone is lower than the upper edge of the No. 1 pit. The silt is filled along the side wall of the round table, and the soil is laid on the upper layer. When backfilling the soil from the No. 1 barren slope into the No. 1 pit, because the soil in the middle of the No. 1 barren slope is mostly a mixture of sand and gravel, the particles are larger and harder, so they are rounded in the No. 1 pit. Shaped stacking can improve the stability of the foundation in Pit 1 to a certain extent.
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