lhosuna
Structural
- Nov 10, 2006
- 9
Thanks for your help guys! It is my understanding that when performing a seismic slope stability analysis via Newmark the purpose is to calculate the permanent deformation for the slope in case instead of a factor of safety as in the pseudostatic analysis. However, once this deformation is calculated, what do we compare it to? What is the allowable deformation criteria? Do you know any sources I should consult for this allowable deformation? Thanks!