SJcivil
Civil/Environmental
- Jul 7, 2008
- 9
Has anyone had experience with stabilizing the area outside the directional drilled pipe. The normal drilling mud is documented as providing little to no support to the pipe. Therefore, it is hard to make ring deflection calculations work for normal pipe design. I was wondering if an acceptable prcatice is to pressure grout around the exterior of the pipe after it is in place. Or maybe add a late setting cement or grout to the drilling mud which would stabilize the soil directly outside the pipe. Anyone else encountered this problem?