1) the push-extend multi-under-reamed pile
挤扩多盘桩
1.
In the paper,according to the theory analysis and test results of researching on the effect of pile and soil work together and the failure principle of the soil of the push-extend multi-under-reamed pile,it is analysed qualitatively and quantitatively that the influence factors affecting the ultimate bearing capacity of the soil around of the push-extend multi-under-reamed pile.
根据挤扩多盘桩桩土效应及土体极限承载力的理论分析和试验研究的成果[1],对挤扩多盘桩土体极限承载力的多种影响因素进行了定性或定量的分析,为进一步综合考虑各项因素进行挤扩多盘桩基础设计,提供了理论依据。
2.
In the paper,it is introduced how to combine the plane coordinate method with the polar coordinate method,in order to building the calculate model of the push-extend multi-under-reamed pile by the finite element method.
介绍了如何用平面坐标与极坐标相结合的方法,建立挤扩多盘桩的有限元计算模型的方法,为不规则旋转体的计算机模拟分析提供了成功的有限元模型构筑方法。
3.
In the paper,according to the theory analysis and test results of researching on the effect of pile and soil work together and the failure principle of the soil of the push-extend multi-under-reamed pile,it is analysed qualitatively and quantitatively that the influence factors affecting the ultimate bearing capacity of the soil around of the push-extend multi-under-reamed pile.
根据挤扩多盘桩桩土效应及土体极限承载力的理论分析和试验研究的成果,对挤扩多盘桩土体极限承载力的多种影响因素进行了定性或定量的分析,为进一步综合考虑各项因素进行挤扩多盘桩基础设计,提供了理论依据。
2) pile with branches and plates
挤扩多支盘桩
1.
This paper introduces the use of cast-in-place pile with branches and plates in the actual engineering cases,and comparison is conducted between this particular type of usage and the common use of cast-in-place pile under the same working conditions.
介绍了挤扩多支盘桩在工程实例中的应用,并对工程同场地内的挤扩支盘桩与普通钻孔灌注桩进行承载力和沉降的对比试验研究。
2.
Compared with column bored pile,the bored pile with branches and plates is a new type of piles with higher bearing capacity and lower settlement.
针对挤扩多级支盘桩相对于普通等截面直孔灌注桩具有较高承载力和较低沉降量的特性,采用自平衡静载荷试验方法,对浙江湖州市某工程同一场地中的挤扩多支盘桩与普通等截面直孔灌注桩进行极限承载力的对比试验研究。
3) extruded-expanded bored pile
挤扩多支盘灌注桩
1.
This paper introduces the new technique-bored pile including extruded-expanded bored pile with multi-bearing trays,after-grouting technique for bored pile and bored complex pile,expounds the design thinking of pile foundation,and analyses the economic benefits.
本文介绍了近年来钻孔桩新技术 ,包括钻孔挤扩多支盘灌注桩、灌注桩后压浆技术、钻孔复合桩 ,以及桩基设计思路和经济效益分析。
4) 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”。
5) 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
6) 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。
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。
参考词条