A NEW MODEL FOR THE ANALYSIS OF SETTLEME
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VALLABHAN, C. V. G.; MUSTAFA, G.
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Article
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1996
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John Wiley and Sons
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English
⚖ 580 KB
A variational model for the analysis of axially loaded piers is presented. A closed-form solution technique employing an iterative procedure, is developed to obtain the displacement and forces in the pier along its axial direction. The method is suitable for similar analyses of pile foundations. It