An Analytical Method for Calculation of Static and Seismic Bearing Capacity of Strip Footings Supported By Granular Trench
Publish place: 10th International Congress on Civil Engineering
Publish Year: 1394
نوع سند: مقاله کنفرانسی
زبان: English
View: 979
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:
ICCE10_0339
تاریخ نمایه سازی: 19 تیر 1394
Abstract:
Granular trench is one of the quick, most effective and low cost methods for increasing bearing capacity of strip footings. There is a few data on the operation of granular trenches, especially for seismic conditions. In this paper, a new analytical method proposed for computing the static and seismic bearing capacity of strip footings supported with granular trench based on imaginary retaining wall concept. The analytical results were compared with available analytical and numerical methods. As shown, the new proposed model has good capability to predict bearing capacity of such foundations in both static and seismic conditions.
Keywords:
Authors
Ahad Ehsani Yamchi
PhD Student, Department of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran
Mahmoud Ghazavi
Professor, Department of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran