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Stabilization of tubular pile foundations in heaving soils

✍ Scribed by V. G. Cheverev; G. P. Pustovoit; I. Yu. Vidyapin; D. V. Belyi


Publisher
Springer
Year
2006
Tongue
English
Weight
214 KB
Volume
43
Category
Article
ISSN
0038-0741

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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