چکیده مقاله
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
کلیدواژهها
نویسندگان
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
شیوه ارجاع
Ehsani Yamchi, Ahad and Ghazavi, Mahmoud,1394,An Analytical Method for Calculation of Static and Seismic Bearing Capacity of Strip Footings Supported By Granular Trench,10th International Congress on Civil Engineering,Tabriz
ارائهشده در
مجموعه مقالات دهمین کنگره بین المللی مهندسی عمران15 اردیبهشت 1394 · تبریز