craigmcg
Structural
- Jan 23, 2007
- 35
Does anybody know where I could find a detailed procedure on how to perform Culmann's method in regards to anchored sheet pile retaining walls? To eliminate any confusion, the procedure I am referring to analyzes the possibility of the anchor inducing a surcharge load on the retaining wall.
Another quick question on the same topic... Would the anchor slab/wall be considered "stable" if the base was below the natural slope (natural slope being a slope at an angle phi from the tip of the retaining wall)?
Thanks!
Another quick question on the same topic... Would the anchor slab/wall be considered "stable" if the base was below the natural slope (natural slope being a slope at an angle phi from the tip of the retaining wall)?
Thanks!