A kind of soft soil subgrade construction technology
A construction technology and technology of soft soil roadbed, which is applied in basic structure engineering, roads, roads, etc., can solve the problems of difficult to control mixing uniformity, poor uniformity of cement slurry, low compressive strength, etc. Fast speed and water content reduction effect
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Embodiment 1
[0044] Embodiment 1: A kind of soft soil subgrade construction technology, prepares and obtains through following steps:
[0045] S1. Remove sundries and obstacles in the soft soil area, manually remove ground surface water, and level the ground surface;
[0046] S2, dig out the soft soil on the surface of the ground, lay a layer of 20cm gravel, and the particle size of the gravel is 5mm;
[0047] S3, laying a 10cm concrete layer on the surface of the crushed stone layer, the material of the concrete layer is selected from the impermeable concrete in the prior art;
[0048] S4. Add a curing agent to the excavated soft soil and mix evenly, react for 1 hour, the water content of the soft soil before adding the curing agent is 20%, and the weight ratio of the curing agent to the soft soil is 3:100, and the backfill soil is obtained;
[0049] S5, before the concrete is solidified, lay a layer of 20cm backfill soil layer on the concrete layer, use a lime-soil paver to spread, and ...
Embodiment 2-5
[0053] Embodiment 2-5: A soft soil subgrade construction process. The difference from Embodiment 1 is that the components of the curing agent and their corresponding parts by weight are shown in Table 1.
[0054] Each component of curing agent and parts by weight thereof in table 1 embodiment 1-5
[0055] Curing agent component Example 1 Example 2 Example 3 Example 4 Example 5 Portland cement 80 85 90 95 100 lime 30 32 35 38 40 calcium carbonate 10 12 15 18 20 polyacrylamide 3 4 5 6 7 PVC 1 2 3 4 5 penetrant 0.5 1 1.25 1.5 2 Accelerator 1 2 3 4 5 Defoamer 0.5 1 1.25 1.5 2 early strength agent 2 2.5 3 3.5 4
Embodiment 6
[0056] Embodiment 6: A soft soil subgrade construction process, the difference from Embodiment 1 is that the weight ratio of curing agent to soft soil is 5:100.
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