thatdamengineer
Agricultural
- Oct 20, 2008
- 17
I need to develop specifications for horizontal drilling underneath a 50ft tall flood control dam. We expect to drill approximately 35 ft below the toe of the damn and emerge approximately 300 ft upstream and downstream of the structure. Does anyone have any information on the allowable pressures in clay soils? Us Army Corps of Engineers has some information but not really for specifications.
I am under the gun on this as the project was to be completed 3 days ago. Just got involved.
I am under the gun on this as the project was to be completed 3 days ago. Just got involved.