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1)  DX extruding-expanding multi-brace-disk pile
DX挤扩支盘桩
1.
According to the characteristics and distribution of earth fissure in a high-rise residential building district,the DX extruding-expanding multi-brace-disk pile is used in the high-rise apartment in the upper plate of the earth fissure,so the problem that the usage of long pile is not permissible.
针对某高层住宅小区中地裂缝的走势和特点,对位于上盘的高层公寓楼采用DX挤扩支盘桩,以解决其桩长受限的问题。
2)  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”。
3)  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
4)  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。
5)  cast-in-situ pile with expanded branches and plates
挤扩支盘桩
1.
Experimental investigation and design analysis of vertically loaded cast-in-situ pile with expanded branches and plates;
竖向荷载作用下挤扩支盘桩的试验研究及设计分析
6)  cast-in-situ piles with expanded branches and plates
挤扩支盘桩
1.
Based on the results of static loading tests and measurements of body resistance and bottom resistance of six piles, the load bearing capacity and deformation behavior of vertically loaded cast-in-situ piles with expanded branches and plates are analyzed, and several pieces of instructive conclusion are given.
通过6根挤扩支盘桩的静载试验和桩身应力及桩端反力测试试验成果,分析挤扩支盘桩在竖向荷载下的变形受力特征,给出了对工程实践有指导意义的结论。
2.
Referring to the current study of cast-in-situ piles with expanded branches and plates and methods of pile foundation analysis, the paper makes a thorough research on the bearing and deformation behavior of vertically loaded piles with expanded branches and plates.
本文基于已有的挤扩支盘桩研究成果及桩基荷载传递理论,通过现场载荷试验、荷载传递法和有限单元法,对竖向荷载作用下挤扩支盘桩单桩和群桩的承载变形特性分别进行了研究。
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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