It is proposed to construct a canal in the ground shown in Figure for ferry transport (the len bank is not shown).
Your task is to assess the canal banks stability for the following scenarios: • Long-time after excavation of the canal without any water (in case of the operation of the canal has been delayed due to unforeseen events). • During normal operation of the canal where the top water level of the canal is maintained at RL- 33 m for a long period of time. • During the sudden draw down of the canal for urgent repair of sluice gate downstream.
The analysis is to be undertaken with the computer package -SLOPENV”. Use Bishop method as your analysis type.