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- W1999555839 abstract "This paper presents a simplified procedure for computing lateral spreading forces on bridge abutment walls supported on piles due to slope instability during earthquake shaking. This is a displacement-based method that takes into consideration the pile stiffness and the interaction between an abutment wall and the soil mass behind the wall. A curve of lateral spreading force versus displacement is first established for soil mass behind the wall based on the Newmark chart that relates the standardized maximum displacement of the soil mass to the limiting acceleration coefficient. A second curve of lateral load versus displacement for the abutment wall supported on piles is then obtained by push analysis of the wall structure under the lateral spreading force. The intersection between the two load-displacement curves is computed as the lateral spreading force on the abutment wall. Results of analyses performed for one bridge are presented in this paper to illustrate the proposed method by considering pile-wall-soil interaction in a decoupling manner. It appears that the proposed method of accounting for the pile-wall-soil interaction can more satisfactorily predict the lateral spreading forces on abutment walls supported by piles than the conventional Mononobe-Okabe method." @default.
- W1999555839 created "2016-06-24" @default.
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- W1999555839 date "2004-01-01" @default.
- W1999555839 modified "2023-09-24" @default.
- W1999555839 title "LATERAL SPREADING FORCES ON BRIDGE ABUTMENT WALLS/PILES" @default.
- W1999555839 hasPublicationYear "2004" @default.
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