1) the ability to accept international outsourcing
承接水平
2) lateral load
水平承载
1.
Numerical analysis of behavior of thin-wall pipe pile under lateral load in layered soil;
成层地基中薄壁管桩水平承载性状数值分析
2.
In recent years, due to the development of engineering, such as ocean, road and bridge engineering, people begin to notice the bearing capacity of the pile under lateral load.
在支盘桩基研究中，人们主要注意其竖向承载力的分析，在海洋、道桥等工程的迅速发展下，桩基的水平承载力也愈来愈引起人们的关注。
3.
The behavior of PCC pile ,that subjected to lateral load has been studied in this paper.
本文主要围绕现浇混凝土薄壁管桩(以下简称PCC桩)这一新型的桩基结构型式的水平承载性状展开研究，通过室内模型试验、现场试验、有限元数值模拟分析试验及弹性幂级数解析法分析等手段，对PCC桩水平承载的桩身受力性状，桩身挠曲位移，桩身弯距分布，桩与桩周土相互作用的地基反力等几方面进行了初步的探讨和研究，最后将PCC桩与目前工程中的两种常用于承受水平荷载的桩型进行对比计算分析，得到有意义的结论。
3) horizontal bearing capacity
水平承载力
1.
Check measurement of horizontal bearing capacity of city flood dike foundation pile;
浅论城市防洪堤基桩水平承载力的检测
2.
Experimental study on horizontal bearing capacity of single bucket foundation;
桶形基础单桶水平承载力的试验研究
3.
Theoretical and field experimental research for horizontal bearing capacity of pile foundation;
桩基水平承载力影响因素的理论与试验研究
4) lateral capacity
水平承载力
1.
Finite element analysis of effects of pile cap sizes to pile s lateral capacity;
承台大小对桩水平承载力影响的有限元分析
2.
Numerical simulation analysis of effect of pile cap on lateral capacity of single pile
承台对单桩水平承载力影响的数值模拟分析
3.
There are many calculating methods of pile s lateral capacity, the methods and their advantages and disadvantages are summarized in this paper.
桩的水平承载力计算方法有很多，本文对各种计算方法作了简单的概述，并指出各种计算方法的优缺点。
5) pile loaded laterally
水平承载桩
1.
The FEM is employed to analysis the behavior of the pile loaded laterally , change of the depth rock-socket and the side width of the pile, and uses them to obtain the calculative width.
本文采用弹塑性有限元方法对水平承载桩的受力状态进行了详细的分析,提出嵌岩深度、桩侧边长度对水平承载桩受力状态的影响,研究表明随着桩侧边长度的增大,水平抗力的扩散作用就越发明显;同时在一定的嵌岩深度范围内,随着嵌岩深度的增加,桩所能承受的水平荷载也随之增加。
2.
The pile loaded laterally are actually loaded in three dimension.
本文针对嵌固在软质岩中的水平承载桩,就计算宽度问题进行了现场试验及弹塑性有限元程序计算分析两方面的研究。
6) lateral bearing capacity
水平承载力
1.
Based on the shear strength formula,the influences of soil shear strength varying with time on API recommended soft clay p-y curves,soil resistance and moments along casing length,casing distortion and lateral bearing capacity were investigated.
提出了喷射结构套管管周扰动土体的抗剪强度增长规律的表达式,分析了扰动土体抗剪强度的增长对API建议的软粘土p-y曲线、管身土抗力和弯矩分布、管身挠曲变形及结构套管水平承载力的影响。
补充资料：承接
1.交接。 2.连接;衔接。 3.接受。
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