1) end-bearing pile
端承型桩
1.
5 m thick soil filling can make negative skin friction most be developed,and the bearing capacity of frictional pile as well as end-bearing pile under negative sk.
5的填土高度能导致负摩阻力较充分地发挥,承载负摩阻力的端承型桩与摩擦型桩一样,承载力需综合沉降确定。
2.
An academic study on the bearing capacity of end-bearing piles is carried out in the paper.
对端承型桩的桩土作用机理进行了进一步分析探讨,建立了复杂介质中端承型桩的地基-基础模型,将“广义弹性理论法”和“镜象法”相结合,既考虑了分层介质中桩土体系的复杂性,又充分兼顾了桩端持力层的存在使桩身穿越层土位移减少的事实,为桩基础设计计算提供了有力的理论依据。
2) end bearing pile foundation
端承型桩基础
3) column pile
柱桩;端承桩
4) end-bearing pile
端承桩
1.
Research on torsional dynamic impedance of end-bearing pile in layered soils;
层状地基端承桩扭转动力阻抗研究
2.
Application of super short end-bearing pile on the soft foundation in old pit;
超短端承桩在故坑塘软弱地基上的应用
3.
In order to proof bearing capacity of single pile and find out friction resistance around pile and pile base resistance,the load transfer and resistance analysis test of end-bearing pile are taken by using the load and strain test of drilling hole perfusion end-bearing pile and the cyclic loading method.
为了验证单桩承载能力,了解桩周和桩端阻力,采用钻孔灌注端承桩进行荷载和应变测试,并采用循环荷载方法,进行了端承桩荷载传递与阻力分析试验。
5) end bearing pile
端承桩
1.
Determination of single end bearing pile vertical capacity based on nonlinear dynamic theory;
基于非线性动力学确定端承桩单桩竖向承载力
2.
The application of the common software ANSYS in the end bearing pile structure under surface load as well as the calculation principles of the stress and modification of the end bearing pile structure is introduced.
主要介绍了有限元通用软件ANSYS在地表堆载作用下端承桩结构中的应用问题。
3.
For reducing the investment and cost,this paper described that engineering pile was substituted as uplift pile in the construction of end bearing pile,the also calculates the uplift bearing capacity.
大颗粒尿素厂房钻孔灌注端承桩基础的施工质量检测中 ,为了降低工程投资 ,减少工程成本 ,利用工程桩作为单桩竖向静荷载试验中的抗拔桩 ,并对其抗拔承载力进行计
6) toe bearing tubal pile
端承管桩
1.
Aimed at solving the low accuracy problem in high strain dynamic pile testing method for toe bearing tubal pile testing, the authors, based on years of actual testing experience, put forward the essentials for testing and the analyzing and interpreting method of the toe bearing pile in the soil, which are of practical guiding significance.
针对高应变动力试桩法对端承管桩检测准确性低的问题,结合多年实际检测经验,归纳总结出端承管桩在土中的各种受力特点及其实测曲线特征,进行对比分类及分析,提出对该类桩的测试要点以及分析解释方法。
补充资料：桩承台
简称承台，是组成桩基础的结构构件，在桩顶将桩群连接成整体，支承作用在桩基上的荷载并传递给桩和地基。桩承台的平面形状取决于桩的布置情况，通常做成矩形或条形。码头、桥梁等构筑物的桩基，桩顶往往高出地面或河底。这种桩称为高桩，其承台称为高桩承台。工业和其他民用建筑物的桩基，桩顶则往往低于地面，这种桩称为低桩，其承台称为低桩承台。
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