pelelo
Geotechnical
- Aug 10, 2009
- 357
Hello,
I am working on the stabilization of a 8 m cut using Slope W. 2 m off the cut there is a 2 story building.
I am not sure what forces on the pile I need to take into account. I guess I need to consider the pile weight. I read somewhere I need to take into account the shear force But Not sure how to compute it.
I was thinking to use the passive force as shear force.
Anyone has feedbacks about this?, Are there any other parameters I need to consider.
Thanks
I am working on the stabilization of a 8 m cut using Slope W. 2 m off the cut there is a 2 story building.
I am not sure what forces on the pile I need to take into account. I guess I need to consider the pile weight. I read somewhere I need to take into account the shear force But Not sure how to compute it.
I was thinking to use the passive force as shear force.
Anyone has feedbacks about this?, Are there any other parameters I need to consider.
Thanks