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A Study On Correlation Between Safety Factor Of Pile - Slope Systems And Seismically Induced Displacements Of Pile Groups

Submitted2015-08-06
Last Update2015-10-10
TitleA 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:
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Author #3
Author title:
Name: M. Sabermahani
Org: School of Civil Engineering, University of Science and Technology, Tehran, Iran
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Other Author(s)
Contact AuthorAuthor #1
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KeywordsPile group, Soil slope, Pile-slope system, Seismic behavior, Pseudo-static safety factor
AbstractThis 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.
Paperview paper 3117.pdf (324KB)

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