JohnTerry4
Geotechnical
- Apr 8, 2020
- 12
I am wondering if anyone has experience with cantilevered soldier pile walls exceeding 30 feet for a site where Moderate rock is pretty much fully on the active and passive sides.
Analysis indicates that moments, shear, and deflections are under control; but I am having second thoughts because obviously the analysis does not account for rock slippage.
Analysis indicates that moments, shear, and deflections are under control; but I am having second thoughts because obviously the analysis does not account for rock slippage.