bsems
Civil/Environmental
- Feb 19, 2003
- 2
I am proposing to provide heavy duty concrete pavers for a container terminal. I have been cautioned about the detrimental effect of infiltration via the sand filled joints into the underlying sand bedding and lime stabilised gravel base, leading to weakening of the base by saturation.
Can anyone there advise me on the likelihood of such an occurence, and probably the minimum concrete paver slope to avoid this?
Will also appreciate if I can be directed to documented literature on the subject.