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Haghgouei, Hadi, Kargar, Alireza, Khosravi, Mohammad Hossein, Amini, Mehdi. (1400). An analytical approach for estimating the bearing capacity of slopes under loading on the upper surface. , 56(1), 83-88. doi: 10.22059/ijmge.2021.313076.594873
Hadi Haghgouei; Alireza Kargar; Mohammad Hossein Khosravi; Mehdi Amini. "An analytical approach for estimating the bearing capacity of slopes under loading on the upper surface". , 56, 1, 1400, 83-88. doi: 10.22059/ijmge.2021.313076.594873
Haghgouei, Hadi, Kargar, Alireza, Khosravi, Mohammad Hossein, Amini, Mehdi. (1400). 'An analytical approach for estimating the bearing capacity of slopes under loading on the upper surface', , 56(1), pp. 83-88. doi: 10.22059/ijmge.2021.313076.594873
Haghgouei, Hadi, Kargar, Alireza, Khosravi, Mohammad Hossein, Amini, Mehdi. An analytical approach for estimating the bearing capacity of slopes under loading on the upper surface. , 1400; 56(1): 83-88. doi: 10.22059/ijmge.2021.313076.594873

An analytical approach for estimating the bearing capacity of slopes under loading on the upper surface

International Journal of Mining and Geo-Engineering
مقاله 12، دوره 56، شماره 1، خرداد 2022، صفحه 83-88    اصل مقاله (852.14 K)
نوع مقاله: Research Paper
شناسه دیجیتال (DOI): 10.22059/ijmge.2021.313076.594873
نویسندگان
Hadi Haghgouei1؛ Alireza Kargar* 1؛ Mohammad Hossein Khosravi1؛ Mehdi Amini2
1School of Mining Engineering, College of Engineering, University of Tehran, Iran
2Thurber Engineering Ltd., Vancouver, British Columbia, Canada
چکیده
Bearing capacity plays a significant role in evaluating the safety of the foundations rest on the slope. Many solutions have been proposed to assess the ultimate bearing capacity of foundation adjacent to the slope, however, the available analytical and empirical methods are associated with some shortcomings in view of slope material properties and geometry. Also, numerical methods suffer from the rigorous computational effort, and the accuracy of the outcome depends on the mesh and boundary effect. Therefore, a new analysis is employed in this research work that is able to consider all the effective parameters on the evaluation of ultimate bearing capacity. The results are compared with the existing numerical one in the literature and show good agreements. Also, in order to facilitate the use of the proposed method a Mathematica package code has been proposed to help the researcher to evaluate the bearing capacity of a shallow foundation rests on the slope.
کلیدواژه‌ها
Bearing capacity؛ Footing؛ Shallow foundation؛ Slope stability؛ Elasticity
مراجع
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[14] Haghgouei H, Kargar A, Khosravi MH, Amini M. Semi-Analytical Study of Settlement of Two Interfering Foundations Placed on a Slope. Journal of Mining and Environment. 2021;12(2):457-70.

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