Retaining wall in front of a vertical rock surface-Lateral Pressure?
Retaining wall in front of a vertical rock surface-Lateral Pressure?
(OP)
The rock is tall (50ft, 17m)and is cut almost vertically. From rockface to wall the clearance is less than 2ft(0.60m). Sure there will be a cohesionless fill there. Does this slim fill qualify to cause lateral pressure? If yes, where is the failure plane and how can Coulomb procedure work here?
Thanks in advance.
ijr
Thanks in advance.
ijr
RE: Retaining wall in front of a vertical rock surface-Lateral Pressure?
RE: Retaining wall in front of a vertical rock surface-Lateral Pressure?
RE: Retaining wall in front of a vertical rock surface-Lateral Pressure?