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دانلود رایکان مقاله انگلیسی ISI با موضوع پاسخ شمع ها به دلیل حرکت شیب جانبی

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پاسخ شمع ها به دلیل حرکت شیب جانبی

عنوان انگلیسی مقاله:

Response of piles due to lateral slope movement

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6. Conclusion

The results of the FLAC3D finite difference analyses demonstrate its possibility to analyze the response of piles undergoing lateral soil spreading. In addition to effects of Youngs modulus on response, sensitivity studies on soil and pile parameters showed that the relative stiff- ness between the pile and soil are important factors in determining the failure modes of the pile and the pressure (reaction force or driving loading) on the pile. The relative depth of displacing soil and stable soil is not the only factor deciding the failure mode of the passive piles. The methodology can be extended to design of piles in bridge embankments for example, subjected to lateral spreads and pile–slope stability analysis in which piles are used and need to be designed for slope stabilization.