Hello,
I am examining an existing retaining wall for sliding, overturning, and bearing checks.
For dimensions, see attached.
I have checked overturning, and it is okay, but sliding is not. The cantilever retaining wall has a shear key. According to the Canadian foundation manual, passive...
How can we design a shoring system for a ductbank(0.8m x 0.8m) 2 meters below the rail tracks, with limitations of no steel shoring or trench boxes? We will be using wooden shoring, ensuring the rail remains in place.
How to support rails, potentially using lumber and jacking from the bottom...
How can we design a shoring system for a ductbank(0.8m x 0.8m) 2 meters below the rail tracks, with limitations of no steel shoring or trench boxes? We will be using wooden shoring, ensuring the rail remains in place.
How to support rails, potentially using lumber and jacking from the bottom...