High water table
High water table
(OP)
Do you have any references for engineering practices for earthwork and road construction in areas where water table is high? One of them is fill placement with good subdrain systems. Other ideas? Our site has clay and silt layers of 3 to 5 meters thick followed by gravels with occasionally limestone inclusions. Thanks.





RE: High water table
RE: High water table
Some questions about the paper:
How do you recognize the quality of drainage shown in tables 1 and 2? There are five classes there, so assuming that normally base and sub base courses are composed of granular materials, how can I differentiate the quality of drainage? Does it depend on the percentage of fines?
RE: High water table
RE: High water table
RE: High water table
The base should have, as you specify, a minimum CBR of 80 at 98% compaction by the modified Proctor method.
RE: High water table
RE: High water table
RE: High water table
RE: High water table
RE: High water table
RE: High water table
RE: High water table
RE: High water table