Hell All,
I'm reviewing a set of gravity wall calculations for a segmental block retaining wall. Where the wall height begins to get around two feet, the designer seems to change methodology to incorporate the drainage stone behind the segmental block facing units. When analyzing sliding and...
I work for a MSE Wall supplier and am having trouble wrapping my head around why horizontal rebar is placed closest to the face of the concrete panel versus the vertical rebar. Some examples include Section B-B on sheet 7 and Detail 2 on sheet 2.
I would think that the compressive/tension...
I'm attempting to use C3D to generate profile views for reinforced slope structures. I have a surface representing the future grading and 2D polylines representing the slope outlines. How do you all typically obtain slope profiles? Do you create alignments based on either the top of slope or toe...
