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Record #112733:

Design of piles in permafrost under combined lateral and axial load / A. Foriero, Branko Ladanyi.

Title: Design of piles in permafrost under combined lateral and axial load / A. Foriero, Branko Ladanyi.
Author(s): Foriero, A.
Ladanyi, Branko.
Date: 1991.
In: Journal of Cold Regions Engineering. (1991.), Vol. 5(3) (1991)
Abstract: Approach for designing single vertically and laterally loaded pile rests primarily on local moment capacity and on overall instability of pile section. Design codes recommend interaction formulae that accomplish balance between allowable stresses in flexure and allowable axial stresses. For this, buckling behaviour of pile has to be investigated. Previously, determination of buckling load depended on equivalent length factor and buckling length (modelling embedded pile as cantilever beam). In this paper, general procedure is determined whereby these quantities are calculated, thus facilitating analysis in accordance with existing design codes used in industry.
Notes:

Journal of Cold Regions Engineering. Vol. 5(3) :89-105 (1991).

Keywords: 624.139 -- Engineering in frozen ground.
624.139.2 -- Frozen ground, effects.
624.15 -- Foundations.
E12 -- Glaciology: frozen ground / snow and ice engineering.
SPRI record no.: 112733

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