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- W796633861 abstract "A numerical evaluation of the end-of-construction movements experienced by a bridge abutment founded on a soil stratum is presented. Loads that are assumed to induce the movements include vertical and horizontal loads imposed by the bridge deck, the weight of the backfill, the surcharge of the backfill, the lateral earth pressure forces due to backfill and the surcharge loads at the top of the abutment. Particular attention is focused on examination of the influence of loading sequence on the resulting end-of-construction displacements of the bridge abutments. The methodology used comprises a two-dimensional non-linear finite element analysis of the abutment soil interaction problem. Also shown is that conventional numerical methods can be used to advantage in the computation of settlements of bridge abutments." @default.
- W796633861 created "2016-06-24" @default.
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- W796633861 date "1990-01-01" @default.
- W796633861 modified "2023-09-27" @default.
- W796633861 title "THE INFLUENCE OF LOADING SEQUENCE ON THE END-OF-CONSTRUCTION MOVEMENTS OF BRIDGE ABUTMENTS" @default.
- W796633861 hasPublicationYear "1990" @default.
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