Cement-stabilized red mud semi-rigid base and preparation method thereof
A semi-rigid base, cement-stabilized technology, applied in climate sustainability, sustainable waste treatment, solid waste management, etc., can solve problems such as low utilization rate, inability to carry out large-scale utilization, and inability to alleviate the heavy burden of red mud, etc. To achieve the effect of convenient material acquisition, large-scale utilization, environmental protection and alleviation of land occupation problems
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Embodiment 1
[0023] A preparation method of cement-stabilized red mud semi-rigid base, specifically as follows:
[0024] First, the red mud is produced according to the following process. Specifically, the red mud is piled up; the red mud piled up is sequentially press-filtered and homogenized to obtain the required red mud.
[0025] The cement used is 42.5 ordinary Portland cement with a density of 2.95-3.15g / cm 3 , initial setting time 45min ~ 60min, 28d compressive strength ≥ 42.5MPa.
[0026] Then, according to the mass percentage ratio of cement:red mud is 5%:95%, cement and red mud are evenly mixed to obtain a cement-stabilized red mud semi-rigid base.
[0027] In order to verify the performance of the cement-stabilized red mud semi-rigid base prepared above, the maximum dry density and the optimum water content determined by the vibration test were added to it with a quality of 9.5% of the quality of the cement-stabilized red mud semi-rigid base. After mixing, the unconfined compr...
Embodiment 2
[0029] Press filter and homogenize the concentrated red mud in order to obtain the required red mud; the cement used is 42.5 ordinary Portland cement with a density of 2.95-3.15g / cm 3 , the initial setting time is 45min to 60min, and the 28d compressive strength is ≥42.5MPa; then, according to the mass percentage ratio of cement:red mud is 6%:94%, mix cement and red mud evenly to obtain cement-stabilized red mud Clay semi-rigid base.
[0030] The service performance of the cement-stabilized red mud semi-rigid base course of this example was measured by the same measuring method as in Example 1. The maximum dry density and optimum water content determined by the vibration test were added to the cement-stabilized red mud semi-rigid base with a mass of 10.3% of the tap water for mixing, and its 7d unconfined compressive strength was measured to be 1.91 MPa.
Embodiment 3
[0032] Press filter and homogenize the concentrated red mud in order to obtain the required red mud; the cement used is 42.5 ordinary Portland cement with a density of 2.95-3.15g / cm 3 , the initial setting time is 45min to 60min, and the 28d compressive strength is ≥42.5MPa; then, according to the mass percentage ratio of cement:red mud is 7%:93%, mix cement and red mud evenly to obtain cement-stabilized red mud Clay semi-rigid base.
[0033] The service performance of the cement-stabilized red mud semi-rigid base course of this example was measured by the same measuring method as in Example 1. Maximum dry density determined by vibration test (1.74g / cm 3 ) and the optimum water content (10.8%), adding tap water whose mass is 10.8% of the mass of the cement-stabilized red mud semi-rigid base course for mixing, and its unconfined compressive strength at 7d age was measured to be 2.35 MPa .
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