Selection of proper parameter for slope analysis
Selection of proper parameter for slope analysis
(OP)
Hi all
I have a problem for selection proper parmeter for calculating safe slope of excavation.I have a soil report including c, fi for CU and UU triaxial test for clay which is slope dominant soil.
c-uu= 85 kpa, fi-uu=0
c-cu-5kpa, fi-cu=30
this slope will execute only for construction of retaining wall and is primary.which set of parameter for this case is correct, note that results is very different.please advise me and show relevant referece you may know.
I have a problem for selection proper parmeter for calculating safe slope of excavation.I have a soil report including c, fi for CU and UU triaxial test for clay which is slope dominant soil.
c-uu= 85 kpa, fi-uu=0
c-cu-5kpa, fi-cu=30
this slope will execute only for construction of retaining wall and is primary.which set of parameter for this case is correct, note that results is very different.please advise me and show relevant referece you may know.





RE: Selection of proper parameter for slope analysis
RE: Selection of proper parameter for slope analysis
RE: Selection of proper parameter for slope analysis
For some reason most soils courses tell nothing about pedology conditions that the agricultural soil scientist works with. I know one department head of the geotech section of a large university was floored when soil Structure was discussed at a job meeting.
In short, you may have to significantly reduce the values of parameters dealing with cohesion.
RE: Selection of proper parameter for slope analysis
RE: Selection of proper parameter for slope analysis
RE: Selection of proper parameter for slope analysis
RE: Selection of proper parameter for slope analysis
thanks a lot for your recommendations and hints.
regards.
RE: Selection of proper parameter for slope analysis