DLukesh
Geotechnical
- Mar 29, 2004
- 2
We are researching ways to place RCPs through an existing road embankment where an 8-foot diameter conduit already exists. Either two additional 10-foot ID conduits along side the 8-foot pipe or one 16-foot ID conduit are required to handle the flows. Hard, basalt bedrock may be encountered along the alinement.
Are there practical limitations on the maximum size of RCP that can be "jacked" through an embankment?
Are there practical limitations on the maximum size of RCP that can be "jacked" through an embankment?