mrwgeo
Geotechnical
- Feb 24, 2003
- 7
I am preparing a proposal to provide a geotech study for design & construction of a 30" sewer force main. Pipe material has not been selected. Channel crossings (to 25 ft deep) will be construced using trenchless methods. Soils are unconsolidated alluvial clay and sand beds. Typically for pipeline projects I provide soil stratigraphy, SPT blow counts, unconfined compressive strengths, groundwater depth. If you were designing this pipeline, what else would you like to see?