Road surface based material by sintering red mud and construction method thereof
A pavement base material and construction method technology, applied in the field of sintered red mud pavement base material and its construction, can solve the problems of poor water scour resistance, poor durability, poor frost resistance and the like, and achieve strong water scour resistance, Poor durability, reducing the effect of red mud stacking
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Embodiment 1
[0028] The sintering method red mud pavement base material of the present invention, its batching weight percentage distribution ratio is:
[0029] Sintered Red Mud 75%
[0030] Fly Ash 15%
[0031] Lime 10%
[0032] 2% external additive for papermaking black liquor.
[0033] The road construction method is as follows:
[0034] (1) Prepare red mud, fly ash, gypsum powder and external additive raw materials according to the proportion of ingredients, determine the loose laying density of various raw materials, and calculate the loose laying thickness of various materials;
[0035] (2) Spread the red mud evenly on the soil subgrade treated by rolling according to the calculated loose paving thickness, and pre-mix it twice with a stabilized soil mixer to pre-break the large red mud; roll it with a road roller for 1 to 2 Then use a grader to make 2% of the road arch, and sprinkle water during the mixing and rolling process to form a red mud layer;
[0036] (3) Spread fly ash,...
Embodiment 2
[0042] The sintering method red mud pavement base material of the present invention, its batching weight percentage distribution ratio is:
[0043] Sintered Red Mud 85%
[0044] Fly Ash 10%
[0045] Lime 5%
[0046] Gypsum powder external additive 3%.
[0047] Road construction method After mixing, the content of red mud particles with a particle size > 20mm is controlled to 9%; after rolling, water is sprinkled to maintain the moisture content of the mixture at 45%, and the others are the same as in Example 1.
[0048] According to the above construction method, the maximum dry density is 1.20g / cm 3. The degree of compaction is detected by the ring knife method: the base layer is 97.5%, and the subbase layer is 95.2%. The 7d water immersion compressive strength of the compressive test piece is 0.9MPa, reaching the first-class expressway strength standard.
Embodiment 3
[0050] The sintering method red mud pavement base material of the present invention, its batching weight percentage distribution ratio is:
[0051] Sintered Red Mud 75%
[0052] Fly Ash 15%
[0053] Lime 10%
[0054] Gypsum powder external additive 1%.
[0055] Road construction method After mixing, the content of red mud particles with a particle size > 20mm is controlled to 8%; watering is carried out to maintain the moisture content of the mixture at 48%, and the others are the same as in Example 1.
[0056] According to the above construction method, the maximum dry density is 1.25g / cm 3 . The degree of compaction is detected by the ring knife method: the base layer is 98.5%, and the subbase layer is 95.1%. The 7d water immersion compressive strength of the compressive test piece is 1.63MPa, reaching the first-class expressway strength standard.
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Abstract
Description
Claims
Application Information
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