Stabilized soil of regenerated building residue and lime and its preparation process
A technology for stabilizing soil with lime and slaked lime, which is applied in the directions of climate sustainability, sustainable waste treatment, solid waste management, etc., can solve the problems of high cost of inorganic binders, waste of energy, waste of resources, etc., and is beneficial to ecological and environmental protection. , the effect of reducing land and transportation, saving resources and energy
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Problems solved by technology
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Examples
Embodiment 1
[0036] The distribution of each group is as follows:
[0037] Recycled house slag aggregate:
[0038] 0~5mm: 2326g
[0039] 5~40mm: 1163g
[0040] Slaked lime: 278g
[0041] Clay: 872g
[0042] Water: 714g
[0043] The recycled house slag aggregate lime stabilized soil prepared according to the above ratio:
[0044] Best moisture content: 15.4%
[0045] Maximum dry density: 1.75g / cm 3
[0046] 7d unconfined compressive strength: 1.62MPa
[0047] (JTJ034-2000 technical specification for highway pavement base construction stipulates that the strength requirement of lime-stabilized soil at the sub-base of highways and first-class highways is ≥0.8MPa, while the strength requirement of lime-stabilized soil at the base of highways at and below the second grade is ≥0.8MPa)
[0048] The ratio of the average drying shrinkage coefficient after 7 days of curing to the lime soil with the same ratio: 1:4.96
[0049] Water Absorption: 17.47%
Embodiment 2
[0051] The distribution of each group is as follows:
[0052] Recycled house slag aggregate:
[0053] 0~5mm: 1926g
[0054] 5~40mm: 963g
[0055] Slaked lime: 459g
[0056] Clay: 1238g
[0057] Water: 759g
[0058] The recycled house slag aggregate lime stabilized soil prepared according to the above ratio:
[0059] Best moisture content: 16.55%
[0060] Maximum dry density: 1.73g / cm 3
[0061] 7d unconfined compressive strength: 1.53MPa
[0062] The ratio of the average drying shrinkage coefficient after 7 days of curing to the lime soil with the same ratio: 1:4.84
[0063] Water Absorption: 18.37%
Embodiment 3
[0065] The distribution of each group is as follows:
[0066] Recycled house slag aggregate:
[0067] 0~5mm: 2035g
[0068] 5~40mm: 1018g
[0069] Slaked lime: 278g
[0070] Clay: 1308g
[0071] Water: 754g
[0072] Special additives:
[0073] N a2 SO 4 : 1.4g
[0074] N a2 CO 3 : 1.4g
[0075] Regenerated house slag lime stabilized soil prepared according to the above ratio:
[0076] Best moisture content: 16.25%
[0077] Maximum dry density: 1.75g / cm 3
[0078] 7d unconfined compressive strength: 2.34MPa
[0079] The ratio of the average drying shrinkage coefficient after 7 days of curing to the lime soil with the same ratio: 1:4.62
[0080] Water Absorption: 18.17%
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Abstract
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