A Deformation-Based Slope Failure Criterion
A Deformation-Based Slope Failure Criterion
(OP)
I am doing deformation analyses and trying to adopt a criterion for my slope failure based on the deformation amount. Is any one of you aware of an allawable value of the deformation of the slope that is given by a code or guidance/recommendation of specific practice.
Thanks
Thanks
RE: A Deformation-Based Slope Failure Criterion
I have a slope in the middle of a farm field, it moves 6-inches per year, I don't have a problem.
OR
I have a slope with a 3 story parking garage on spread footings at the crest. It moves 1/4 inch per day for a week, I have a very big problem.
All depends on what the slope is doing and what is in the area. By the way the parking garage example is real, just not my garage, :).
RE: A Deformation-Based Slope Failure Criterion
RE: A Deformation-Based Slope Failure Criterion
Just something else to ponder. . . .
f-d
¡papá gordo ain’t no madre flaca!