Dear Oldestguy,
I intent to use the precast concrete block with soil infill as the surface cover. My problem when doing the design is that, I am not sure what forces to be considered when calculating the safety factor, Sliding & Overturning.
There are:
W = mg acting downwards.
mg Sin 45 acting...
Hi,
I would like to seek advice or guideline on how to design a 15m wall (Precast concrete wall) at 45 degree angle. The rock surface is experiencing erosion problem, thus the wall is proposed as a surface protection method.
Appreciate if the members can share their experience on this matter.
TQ