Has anybody experience placing CB slurries underwater using a tremie method. I have experience tremie concreting of large steel pipe piles, placing structural concrete but not CB Slurry. I am interested to know if CB slurries could be placed by a tremie in 10 m deep casings (1 m dia)that contain about 5 m of groundwater. My question stems from ather low density of CB slurries if they could provide a front to push water upwards without mixing with water. Thank you in advance.
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