Downdrag contribution by reinforced strap zone of MSE wall
Downdrag contribution by reinforced strap zone of MSE wall
(OP)
We calculated downdrag for abutment drilled shafts based on contribution of the reinforced strap zone of MSE wall and the underneath compressible soils. But the structure engineer said they typically do not consider downdrag in these locations. Is it reasonable?
Thanks a lot.
Thanks a lot.





RE: Downdrag contribution by reinforced strap zone of MSE wall
RE: Downdrag contribution by reinforced strap zone of MSE wall