dik
Structural
- Apr 13, 2001
- 25,983
Doing a prelim design for a sheet pile wall with walers and approx 10' embedment in highly plastic clay (firm)... A real geotekkie will be involved with the final design. The excavation is about 35' deep...Looking at using a friction angle of 5 degrees and a c value of 2500 psf... do these values look way out of whack? Thanks in advance...
Rather than think climate change and the corona virus as science, think of it as the wrath of God. Feel any better?
-Dik
Rather than think climate change and the corona virus as science, think of it as the wrath of God. Feel any better?
-Dik