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Record #111908:

Generalized finite-element algorithm for laterally loaded piles in permafrost in comparison with measurements / A. Foriero, Branko Ladanyi.

Title: Generalized finite-element algorithm for laterally loaded piles in permafrost in comparison with measurements / A. Foriero, Branko Ladanyi.
Author(s): Foriero, A.
Ladanyi, Branko.
Date: 1991.
In: Canadian Geotechnical Journal. (1991.), Vol. 28(4) (1991)
Abstract: Introduces elasto-viscoplastic approach; practical advantage is that solutions are provided to classic elastoplastic problems for which steady-state solution of viscoplastic problem reduces to conventional elastoplastic solution. Using this program, elastic creep problems can be solved by reducing yield stress of material to zero in this particular study. Validity of method is checked against results of model pile tests, using various load increments and time intervals.
Notes:

Canadian Geotechnical Journal. Vol. 28(4) :523-541 (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.
Location: SCO
SPRI-SER
SPRI record no.: 111908

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245 10 ‡aGeneralized finite-element algorithm for laterally loaded piles in permafrost in comparison with measurements /‡cA. Foriero, Branko Ladanyi.
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500 ## ‡aCanadian Geotechnical Journal. Vol. 28(4) :523-541 (1991)
520 3# ‡aIntroduces elasto-viscoplastic approach; practical advantage is that solutions are provided to classic elastoplastic problems for which steady-state solution of viscoplastic problem reduces to conventional elastoplastic solution. Using this program, elastic creep problems can be solved by reducing yield stress of material to zero in this particular study. Validity of method is checked against results of model pile tests, using various load increments and time intervals.
650 07 ‡2udc‡a624.139 -- Engineering in frozen ground.
650 07 ‡2udc‡a624.139.2 -- Frozen ground, effects.
650 07 ‡2udc‡a624.15 -- Foundations.
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