humanengr
Structural
- Aug 1, 2008
- 140
Checking if anyone can provide or point to a resource on considerations in the design of drilled piers when the excavation
is hydro-excavated instead of auger-drilled.
Any information such as potential reduction in soil resistance capacity would be appreciated.
Would this normally be addressed in the Geotech. Report?
is hydro-excavated instead of auger-drilled.
Any information such as potential reduction in soil resistance capacity would be appreciated.
Would this normally be addressed in the Geotech. Report?