1) 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
2) squeezed pile with expanded branches and plates
多节挤扩灌注桩
3) 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。
4) DX multi-disk
DX多节挤扩
1.
In this paper, a practical formula is proposed for designing DX multi-disk cast-in-place piles.
本文在依据有关规范及改进原有企业标准的基础上,提出了DX多节挤扩灌注桩的实用设计公式。
5) 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。
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