Semi-Analytical Study of Settlement of Two Interfering Foundations Placed on a Slope
Publish place: Journal of Mining and Environment، Vol: 12، Issue: 2
Publish Year: 1400
نوع سند: مقاله ژورنالی
زبان: English
View: 254
This Paper With 14 Page And PDF Format Ready To Download
- Certificate
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
JR_JMAE-12-2_012
تاریخ نمایه سازی: 20 تیر 1400
Abstract:
In many engineering constructions, the foundations should be built adjacent to each other. Therefore, the effect of interfering of close foundations should be considered in the design stage. In this research work, the effect of interference of closely separated foundations resting on a slope on the elastic settlement is investigated by considering a semi-analytical solution. The distribution of stress due to the footing pressure in the slope is computed by a proposed Airy stress function, and then by employing the finite difference scheme, the displacement of the footings is calculated. The results obtained show that by increasing the distance between the foundations, the interference influence on the ratio of settlement will be diminished. However, this behavior is highly linked to the slope characteristics. For a slope with a height of ۱۰ times of footing width, beyond an S/B ratio larger than ۱۰, the effect of interference is not tangible, and the footings behave like an isolated foundation. By decreasing the slope height, this behavior will occur at a lower S/B.
Keywords:
Authors
H. Haghgouei
School of Mining Engineering, College of Engineering, University of Tehran, Tehran. Iran
A. Kargar
School of Mining Engineering, College of Engineering, University of Tehran, Tehran. Iran
M. H. Khosravi
School of Mining Engineering, College of Engineering, University of Tehran, Tehran. Iran
M. Amini
Rock Mechanics Specialist, Thurber Engineering Ltd., Vancouver, British Columbia, Vancouver, Canada
مراجع و منابع این Paper:
لیست زیر مراجع و منابع استفاده شده در این Paper را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود Paper لینک شده اند :