Differential Settlement
Differential Settlement
(OP)
I have a one-story bldg (masonry/steel framed) placed on engineer fill. The level bldg pad is placed on a sloped grade. The geotechnical consultant states that there will be 1.25" differential settlement, approximately 0.05" of settlement per 12" of bldg length. What is tolerable for differential settlement?
TIA
TIA






RE: Differential Settlement
Why is the differential settlement so high if you're using engineered fill?
RE: Differential Settlement
RE: Differential Settlement
RE: Differential Settlement
RE: Differential Settlement