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桩板连接方式对支护效果影响分析
引用本文:刘永红.桩板连接方式对支护效果影响分析[J].路基工程,2022,0(1):117-121.
作者姓名:刘永红
作者单位:建研地基基础工程有限责任公司,成都 610028
摘    要:以某桩板式挡墙嵌固段工程为背景,分析桩板式挡墙支护工程中桩前挂挡土板与桩连接方式的变化,对边坡支护效果的影响;采用有限元方法,对桩与板固定支座连接和铰支座连接的两种方式结构内力计算,分析桩和板受力状态的变化.结果 显示:桩前挂挡土板与桩的连接方式改变对边坡支护效果影响甚小.

关 键 词:桩板式挡墙  挡土板  连接方式  有限元法  影响
收稿时间:2021-08-07

Analysis on Impact of Connection Modes of Pile-Plate on the Supporting Effect
Abstract:Relying on the built-in section project of a pile-plate retaining wall, the influence of the change in the connection mode of the hanging retaining plate in front of the pile and the pile in the pile-plate retaining wall supporting works on the slope supporting effect was analyzed. The finite element method is applied to calculate the structural internal force of two connection modes of piles and plates respectively, namely fixed support connection and hinged support connection, and then to analyze the changes in the stress state of piles and plates under the two different connection modes. The results show that the change in the connection mode of the hanging retaining plate in front of the pile and it has very light impact on the slope supporting effect.
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