Japan Society of Civil Engineers 2019 Annual Meeting

Presentation information

第III部門

地盤の応力と変形

Thu. Sep 5, 2019 4:10 PM - 5:40 PM III-3 (幸町北4号館 413講義室)

座長:荒木 裕行(香川大学)

[III-469] Centrifuge model test of road bridge foundation when lateral movements.

*飯島 翔一1、藤村 彰1、桐山 孝晴1 (1. 国立研究開発法人 土木研究所)

Keywords:Lateral movement, Soft clay, Centrifuge model test, Diaphragm wall foundation, Pile foundation

In the design criteria for road bridges, a simple judgment formula of lateral movement based on the result of analysis of the past deformed case and a method of estimating lateral flow pressure are shown. From the results of centrifugal model experiments simulating lateral movement, with the purpose of grasping the influence of lateral flow on road bridge foundation and constructing flow pressure estimation formula and foundation design method, the flow pressure acting on foundation We discussed the relationship between distribution and influence factors.

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