A Parametric Study on Seismic Behaviour of Pile Group Located in Soil Slope

سال انتشار: 1392
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 1,045

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شناسه ملی سند علمی:

GEOTEC01_284

تاریخ نمایه سازی: 9 بهمن 1392

چکیده مقاله:

Based on pseudo-static approach presented by the authors elsewhere, a comprehensive parametric studyis carried out in this paper in order to achieve a better understanding of the seismic behavior of pilegroup in slope. For this end some parameters such as slope angle, group configuration and pile spacingto diameter ratio, were used as variable parameters. Piles deflection and bending moment wereconsidered as behavioral parameters and effects of varied parameters on them were investigated. Someconclusions on the effects of slope on pile group seismic behavior then presented

نویسندگان

Hamidreza Elahi

Tehran University, Tehran, Iran

Amirreza Elahi

Tehran University, Tehran, Iran

Hesamodin hajmolaali

Science and Culture University, Tehran, Iran