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

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作者：
Structural Eng. Dept., Tanta Univ., Tanta, Egypt [1 ]
不详 [2 ]
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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
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