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

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100 1# ‡aForiero, A.
245 10 ‡aDesign of piles in permafrost under combined lateral and axial load /‡cA. Foriero, Branko Ladanyi.
260 ## ‡a[S.l.] :‡b[s.n.],‡c1991.
300 ## ‡ap. 89-105 :‡bdiags.
500 ## ‡aJournal of Cold Regions Engineering. Vol. 5(3) :89-105 (1991).
520 3# ‡aApproach 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.
650 07 ‡a624.139 -- Engineering in frozen ground.‡2udc
650 07 ‡a624.139.2 -- Frozen ground, effects.‡2udc
650 07 ‡a624.15 -- Foundations.‡2udc
650 07 ‡aE12 -- Glaciology: frozen ground / snow and ice engineering.‡2local
700 1# ‡aLadanyi, Branko.
773 0# ‡7nnas ‡tJournal of Cold Regions Engineering. ‡gVol. 5(3) (1991) ‡wSPRI-102734
917 ## ‡aUnenhanced record from Muscat, imported 2019
948 3# ‡a20230321