Experimental study of the carrying capacity of the change section pile - 文章详情页

作者：

Yuan, Hui (Yuan, Hui.) | Zhang, Yan-Qing (Zhang, Yan-Qing.) | Qu, Zhan (Qu, Zhan.)

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摘要：

The　bearing　capacity　of　the　squeezed　pile　with　the　expanded　branches　is　studied.　Through　the　static　loading　test　in　Shandong　province,　the　bearing　capacity　of　three　kinds　of　squeezed　pile　is　compared.　According　to　the　stress　of　the　reinforced　bar,　the　force　of　different　places　of　the　pile　is　obtained,　and　the　rules　of　the　load-transfer　are　studied.　It　is　deduced　that　the　bearing　capacity　of　the　dish　pile　is　larger　than　the　branch　piles　and　the　general　pile.　In　the　process　of　the　load-transfer　the　dish　and　the　branches　play　important　roles.

关键词：

Bearing capacity Load testing Poles Pile foundations

作者机构：

[ 1 ] [Yuan, Hui]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 2 ] [Zhang, Yan-Qing]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 3 ] [Qu, Zhan]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China

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