SEISMIC RESPONSE OF PILE GROUP UNDER LATERAL MOVEMENT OF THE SLIDING LAYER
Publish Year: 1390
نوع سند: مقاله کنفرانسی
زبان: English
View: 1,135
This Paper With 8 Page And PDF Format Ready To Download
- Certificate
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
SEE06_380
تاریخ نمایه سازی: 16 اردیبهشت 1390
Abstract:
This paper presents an analytical solution to investigate seismic response of pile groups due to lateral movement of the sliding layer. Lateral response of an isolated pile is based on normal and shear resistance applied around the pile. The results are compared with other availablemethods. Further analyses are carried out to explore the role of influencing factors such as earthquake intensity, ground slope, center to center spacing of piles, location of pile row (zigzag or parallel), numbers of piles and the ratio of the sliding layer, and length to total length of the pile. The results show these influencing factors have important effect on design of pile groups subjected to lateral movements.
Keywords: