Grout performance in support of in situ grouting of the TH4 tank sludge
Author(s) -
Rodney D. Hunt,
J.L. Kauschinger,
R.D. Spence
Publication year - 1999
Publication title -
osti oai (u.s. department of energy office of scientific and technical information)
Language(s) - English
Resource type - Reports
DOI - 10.2172/6655
Subject(s) - grout , slurry , nozzle , in situ , waste management , round robin test , environmental science , geotechnical engineering , pulp and paper industry , chemistry , engineering , environmental engineering , mathematics , mechanical engineering , organic chemistry , statistics
The cold demonstration test proved that less water was required to pump the in situ grout formulation than had been previously tested in the laboratory. The previous in situ grout formulation was restandardized with the same relative amounts of dry blend ingredients, albeit adding a fluidized admixture, but specifying less water for the slurry mix that must by pumped through the nozzles at high pressure. Also, the target GAAT tank for demonstrating this is situ grouting technique has been shifted to Tank TH4. A chemical surrogate sludge for TH4 was developed and tested in the laboratory, meeting expectations for leach resistance and strenght at 35 wt % sludge loading. It addition, a sample of hot TH4 sludge was also tested at 35 wt % sludge loading and proved to have superior strength and leach resistance compared with the surrogate test
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