Exact(1)
The ratio of mud to brick has reversed entirely.
Similar(58)
In order to evaluate the efflorescence in AAS red-mud pavement with replacement ratio of red-mud, red-mud was replaced with total mass of cement by 0, 10, 20, and 30%.
However, it is applicable to parking lots only when the replacement ratio of red mud is within the range of 10%. Figure 8 shows the cumulative porosity with replacement ratio of red mud by binder type.
The OMC appears to increase as the replacement ratio of red mud is getting higher.
The efflorescence area increases with a higher replacement ratio of red mud.
Figure 5 shows the compaction curve of the pavement in terms of replacement ratio of red mud by binder type.
The OMC is calculated and plotted in Fig. 6 considering the replacement ratio of red mud and binder type.
The efflorescence area increased with a higher replacement ratio of red mud and its propagation appeared though the efflorescence was removed through evaporation of moisture.
Regardless of binder type, the higher replacement ratio of red mud is in OPC or in AAS, the lower the compressive strength is measured.
(4) The efflorescence area increases with increasing replacement ratio of red mud and still appeared after 1st cleaning of surface, however it gradually decreases with the repetition of the test. .
The efflorescence area increases with increasing replacement ratio of red mud and still appeared after 1st cleaning of surface, however it gradually decreases with the repetition of the test.
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