A Study on Correlation between Safety Factor of Pile-Slope Systems and Seismically Induced Displacements of Pile Groups
Publish place: The First Iranian Conference on Geotechnical Engineering
Publish Year: 1392
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
GEOTEC01_264
تاریخ نمایه سازی: 9 بهمن 1392
Abstract:
This paper presents a study on the seismic behavior of pile groups located in soil slopes that are alsoknown as pile-slope systems. The main objective of the present study is to explore a reasonable andpractical correlation between the safety factor of soil slope and seismic lateral displacements of pilegroups in slope so that to achieve a better understanding and a framework for seismic analysis anddesign of pile groups in soil slope. To this end , a parametric study based on 3D numerical analysis for anumber of pile groups in soil slopes under different conditions , has been carried out to investigate theseismic behavior of pile-slope systems. Some findings and conclusions are drawn that are intended toprovide insight about the seismic behavior of pile-slope systems
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Authors
H Hajimollaali
M.Sc. in Earthquake Engineering, Dept. of Civil Engineering, University of Science and Culture, Tehran, Iran
H Elai
Assistant Professor, Dept. of Civil Engineering, University of Science and Culture, Tehran, Iran
M Sabermahani
Assistant Professor, Dept. of Civil Engineering, University of Science and Technology, Tehran, Iran
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