A Study On Correlation Between Safety Factor Of Pile - Slope Systems And Seismically Induced Displacements Of Pile Groups
| Submitted | 2015-08-06 |
| Last Update | 2015-10-10 |
| Title | A Study On Correlation Between Safety Factor Of Pile - Slope Systems And Seismically Induced Displacements Of Pile Groups |
| Author(s) | Author #1 Author title: Name: H. Hajimollaali Org: School of Civil Engineering, University of Science and Culture, Tehran, Iran Country: Email: test@test.test Author #2 Author title: Name: H. Elahi Org: School of Civil Engineering, University of Science and Culture, Tehran, Iran Country: Email: Author #3 Author title: Name: M. Sabermahani Org: School of Civil Engineering, University of Science and Technology, Tehran, Iran Country: Email: |
| Other Author(s) | |
| Contact Author | Author #1 Alt Email: Telephone: |
| Keywords | Pile group, Soil slope, Pile-slope system, Seismic behavior, Pseudo-static safety factor |
| Abstract | This paper presents a study on the seismic behavior of pile groups located in soil slopes that are also known as pile-slope systems. The main objective of the present study is to explore a reasonable and practical correlation between the safety factor of soil slope and seismic lateral displacements of pile groups in slope, in order to achieve a better understanding and a framework for seismic analysis and design of pile groups in soil slope. To this end, a parametric study based on 3D numerical analysis for a number of pile groups in soil slopes under different conditions has been carried out to investigate the seismic behavior of pile-slope systems. Some findings and conclusions are drawn that are intended to provide insight into the seismic behavior of pile-slope systems. |
| Paper |  3117.pdf (333KB) |