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1)  squeezed pan piles in double-row
双排挤扩桩
1.
Compared with the cantilever reinforced concrete retaining straight piles,the major characteristics of squeezed pan piles in double-row contain:(1) The space rigid is increased enormously;the displacement in top of piles can be reduced greatly.
介绍了一种新型基坑支护桩——双排挤扩桩,探讨了双排挤扩支护桩的挤密效应、受力机制、工作特性和计算方法。
2)  squeezed cast-in-place pile
挤扩桩
3)  squeezed branch and plate pile
挤扩支盘桩
1.
Analysis on deformation characteristic of squeezed branch and plate pile under lateral load with finite element method;
水平荷载下挤扩支盘桩群桩变形性状有限元分析
2.
The squeezed branch and plate pile is a type of special figure pile.
挤扩支盘桩是一种异型桩,是在原有等截面钻孔灌注桩的基础上,在桩身适当部位通过专用挤扩设备形成“分支”或“承力盘”,因而称之为“挤扩支盘灌注桩”。
4)  squeezed branch pile
挤扩支盘桩
1.
3D finite element analysis of pile-soil interaction of squeezed branch pile;
挤扩支盘桩桩土相互作用的三维有限元分析
2.
Finite element analysis on horizontal load performance of squeezed branch pile;
挤扩支盘桩水平荷载性能有限元分析研究
3.
Forecasting ultimate bearing capacity of single squeezed branch pile by hyperbola method;
用双曲线法预测挤扩支盘桩的极限承载力
5)  squeezed-branch pile
挤扩支盘桩
1.
We designed the shaking table test of squeezed-branch piles-soil-structure dynamic interaction system.
挤扩支盘桩作为一种新型的桩基,具有优良的工程特性。
6)  multi-nodal enlarging-grouting pile
多节挤扩桩
1.
Study on test methods of multi-nodal enlarging-grouting pile;
多节挤扩桩的检测手段初探
补充资料:挤密碎石桩加固地基


挤密碎石桩加固地基


挤密碎石桩加固地基
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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