BigH
Geotechnical
- Dec 1, 2002
- 6,012
Friends, (Ron, et al)
Question has come up about maximum retardation time for practice in pouring large concrete pours (say 600 to 1000 m3). Contractor wants to dose for up to 20 hours; I am of the opinion that this is far too long. Any thoughts. There is underlying theme to use retardation as hammer to get the contractor to bring in more appropriate equipment - so (1) is the technical issue and (2) is how (1) can be used to advantage to pressure . . . Any quick help would be super appreciated.
Cheers to all - Happy Hannakah to those who celebrate it - -
Question has come up about maximum retardation time for practice in pouring large concrete pours (say 600 to 1000 m3). Contractor wants to dose for up to 20 hours; I am of the opinion that this is far too long. Any thoughts. There is underlying theme to use retardation as hammer to get the contractor to bring in more appropriate equipment - so (1) is the technical issue and (2) is how (1) can be used to advantage to pressure . . . Any quick help would be super appreciated.
Cheers to all - Happy Hannakah to those who celebrate it - -