Stability of end-bearing piles in a non-
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West, R. P.; Heelis, M. E.; PavloviΔ, M. N.; Wylie, G. B.
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Article
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1997
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John Wiley and Sons
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English
β 382 KB
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The stability of end-bearing piles that are supported laterally along their entire length by an elastic Winkler foundation is investigated for the case when the coefficient of horizontal subgrade reaction varies linearly with depth. A pattern of clustering of buckling modes is shown to occur and the