tjmh
Civil/Environmental
- May 16, 2003
- 2
I'm looking for information (design aids) related to the design of ductile iron pipe with restrained joints through areas of unstable (organic)soil. Pipe is 8" to 12" water main, 5' of cover required and length of organic soil to cross is 300' to 600'. Organic deposit is approx. 13' deep. Organic content is presently unknow. Desire is to install pipe by horizontal directional drilling due to several factors. HD Polyethylene pipe has been eliminated from consideration by owner.