A construction method using soil solidification as road water stabilization layer
A construction method and technology for water stabilization, which are applied in the construction field using soil solidification as a road water stabilization layer, can solve the problems of high maintenance cost, high cost and high energy consumption in the later stage, and achieve high cost, low cost and high water consumption. good stability
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Embodiment approach
[0028] Such as figure 1 Shown, a kind of implementation method utilizing soil solidification as road water stability layer, comprises the following steps:
[0029] (1) Surface cleaning, pile driving, and line setting: pre-treat the base of the pre-filled roadbed to drain the water on the roadbed; release the middle pile of the roadbed on the base of the roadbed, and release the side piles according to the middle pile, And determine the toe line of the embankment located on both sides of the subgrade according to the wide filling size of the toe of the embankment, and clean up the area between the two toe lines; set side piles outside the edges of both sides of the paved layer, For hanging lines to control paving boundaries, marking thickness and elevation. Restoring the centerline on the subbase, old pavement or roadbed, set up one pile at 15m-20m for the straight line section, and one pile for the 10m-15m curve section.
[0030] (2) Soil preparation: Transport the construct...
Embodiment 2
[0038] The difference from Example 1 is that the soil curing agent consists of 30 parts of ionic surfactant, 20 parts of stabilizer, 10 parts of dispersant, 5 parts of water reducer, 5 parts of reinforcing agent, 10 parts of water-repellent agent, and 20 parts of water and other components. The mixing ratio is 90 parts of soil, 10 parts of cement, and 0.02 part of soil curing agent is added by external mixing.
[0039] The unconfined compressive strength of the obtained water-stable layer is 5.0Mpa, the bearing ratio is 52%, the water-stable strength coefficient is 1.10, and the freeze-thaw strength coefficient is 0.96.
Embodiment 3
[0041] The difference from Example 1 is that the soil curing agent consists of 20 parts of ionic surfactant, 10 parts of stabilizer, 20 parts of dispersant, 10 parts of water reducer, 10 parts of reinforcing agent, 10 parts of water repellent, and 20 parts of water and other components.
[0042] Mixing ratio: 96 parts of soil, 4 parts of cement, and 0.01 part of soil curing agent is added by external mixing.
[0043] The unconfined compressive strength of the obtained water-stable layer is 4.0Mpa, the bearing ratio is 50%, the water-stable strength coefficient is 1.08, and the freeze-thaw strength coefficient is 0.95.
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