Experimental and numerical studies of circular footing resting on confined granular subgrade adjacent to slope

被引：0

作者：

Structural Eng. Dept., Tanta Univ., Tanta, Egypt ^{[1
]}

不详 ^{[2
]}

机构：

来源：

Int. J. Geomech. | / 1卷

关键词：

Circular footings - Deformation behavior - Different heights - Experimental and numerical studies - Failure mechanism - Numerical model test - Setback distances - Ultimate bearing capacity;

D O I：

04015028

中图分类号：

学科分类号：

摘要：

引用

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[1] Experimental and Numerical Studies of Circular Footing Resting on Confined Granular Subgrade Adjacent to Slope
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[2] Discussion of "Experimental and Numerical Studies of Circular Footing Resting on Confined Granular Subgrade Adjacent to Slope" by W. R. Azzam and A. Z. ElWakil
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[10] Theoretical and Numerical Studies on Strip Footing Resting on Encapsulated Soil Mass
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