G'day Colleagues,
Some may think that this should be in the Concrete Forum, but I prefer to hear from geotechs on the issue - as I know y'all read both anyway.
If you were to specify a compressive strength for foundation dental concrete or concrete for rock reconstruction, what cylinder strengths would you propose? For my purpose, it is for foundation under a dam; however, some may have suggestions of different compressive strengths for different applications.
Please provide your thoughts - looking for a consensus or range from my expert colleagues!!
Some may think that this should be in the Concrete Forum, but I prefer to hear from geotechs on the issue - as I know y'all read both anyway.
If you were to specify a compressive strength for foundation dental concrete or concrete for rock reconstruction, what cylinder strengths would you propose? For my purpose, it is for foundation under a dam; however, some may have suggestions of different compressive strengths for different applications.
Please provide your thoughts - looking for a consensus or range from my expert colleagues!!