CWEngineer
Civil/Environmental
- Jul 3, 2002
- 269
Currently I am working on a project in which they are proposing on placing a 6 ft RCP Pipe under a Retaining Wall, which will be approximately 15 feet in height, an will have an approximate 20 ft wide footing.
Here is a link of a paper I obtained - it contains Minimum Fill Heights for Highway Loading and Railroads but not Retaining Walls.
I am planning to perform a D-load analysis on the RCP.
Do you guys have any recommendations, advice and/or reference I should consider for this design?
Also, do you guys know of any reference similar to the Virginia Paper, but for "California"?
THANKS
Here is a link of a paper I obtained - it contains Minimum Fill Heights for Highway Loading and Railroads but not Retaining Walls.
I am planning to perform a D-load analysis on the RCP.
Do you guys have any recommendations, advice and/or reference I should consider for this design?
Also, do you guys know of any reference similar to the Virginia Paper, but for "California"?
THANKS