Volume 4, Issue 1 (AbstractE3.pdf 2010)                   2010, 4(1): 879-900 | Back to browse issues page

XML Persian Abstract Print


1- tmu
2- tehran University
Abstract:   (5539 Views)
A new approach is suggested to determine the permanent deformation of slope under seismic loading based on the horizontal slices method and limit equilibrium analysis. A comparison of the analytical results obtained from the proposed method for 3 sample slopes with those of previous research results is performed. The analytical method presented can be used to calculate yield acceleration, seismic coefficient of horizontal acceleration, permanent deformation and angle of failure wedge for slopes. Also, the stability analysis can be performed by proposed method. It was concluded that the horizontal slices method by analytical procedure proposed reliably calculates the permanent deformation of slopes.
Full-Text [PDF 525 kb]   (2709 Downloads)    
Type of Study: Case-Study |
Accepted: 2016/10/5 | Published: 2016/10/5

Rights and permissions
Creative Commons License This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.