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岸墙后趾下灌注桩对高填土边载荷的影响

杨子江,冯帅

Harnessing the Huaihe River（2021）

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Abstract
本文以耿楼枢纽工程为例,借用MIDAS GTS NX软件就岸墙后趾下灌注桩对高填土边载荷的影响进行数值模拟研究,全面分析岸墙后趾下是否设置灌注桩两种条件下闸室、岸墙的水平位移和竖向位移.研究结果表明岸墙后趾下设置灌注桩能够有效减小闸室、岸墙沉降量,减弱不均匀沉降程度并降低闸室、岸墙后倾风险.
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