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axisymmetric versus plane strane footing

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NBRY1

NBRY1

Civil/Environmental
Dec 7, 2016
56
Why is the influence depth deeper for a continuous (plane strain) footing than for a circular (axisymmetric) condition?
Any help appreciated. Thx.
 
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because its longer? square and rectangular are generally limited to 2B, stip foundations (plane strain) are 4B
 
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