节点文献
多节扩孔灌注桩的挤扩效应及形成机理
Squeezing Effect and Forming Mechanism of Mulit-grade Cast-in-place Pile
【摘要】 考虑DX桩的实际受力性状,得出了桩基承力扩大盘周边土体的应力应变及位移分析的解析解,基本反映了土体在挤扩过程中的运动规律,并分析了DX桩承力扩大盘(或支)的形成机理。
【Abstract】 An analytical solution for bearing enlarging disk of the DX pile based on its actual bearing characteristic is presented. The result reflects the stress-strain relationship and displacement of the soils near the pile’s bearing enlarging disk and basically predicts the moving law of the soils while squeezed. Then the forming mechanism is analyzed.
【关键词】 多节挤扩灌注桩;
承力扩大盘;
挤扩;
【Key words】 mulit-grade squeezed cast-in-place pile; bearing enlarging disk; squeeze;
【Key words】 mulit-grade squeezed cast-in-place pile; bearing enlarging disk; squeeze;
- 【文献出处】 岩土工程技术 ,GEOTECHNICAL ENGINEERING TECHNIQUE , 编辑部邮箱 ,2000年01期
- 【分类号】TU473.1
- 【被引频次】22
- 【下载频次】80