1) pile side resistance
桩侧阻力
1.
The study of rock-socketed pile side resistance character;
嵌岩桩桩侧阻力特征的研究
2.
This paper has expatiated follow things:obtaining of pile side resistance;ingredient of impacting pile side resistance;pile side resistance strengthen effect and degradation effect which discovered in some home and oversea datum.
就桩基工程中桩侧阻力的获取,影响桩侧阻力发挥的因素,及国内外一些资料中发现的桩侧阻力的强化和退化效应作了介绍。
3.
Based on the model test and engineering practice, the basic rule of pile side resistance enhancement has been summarized.
从模型试验和工程实践中总结出了出桩侧阻力增强效应的基本规律 ,并从理论上对这一现象进行了解释 ,指出了它在工程实践中的重要意
2) pile shaft resistance
桩侧阻力
1.
Study of pile shaft resistance is a key point of the research on the pile bearing performance.
桩侧阻力的研究是桩基承载力性状研究中的一个重点,由于受到诸多因素的影响,桩侧阻力的计算变得十分复杂,通过对桩长、桩径、桩周土性质、桩端土强度、时间长短等诸多影响因素的讨论,发现不同条件下桩侧阻力的变化具有一定的规律性,且这些因素有着相互的联系。
2.
This paper elaborates a new theoretical problem on the behavior of piles under load, namely, the influence of soil strength underneath a pile on pile shaft resistance.
就桩基承载性状的一个新的理论问题———桩端土强度对桩侧阻力的影响 ,进行了系统的引证和阐述。
3.
So far, more and more scholars have been attracted by the phenomenon, that character of soil under the pile toe has influence on the development of pile shaft resistance within a certain scope near pile toe.
至今，桩端土层性质影响着桩端附近一定范围内的桩侧阻力发挥大小的现象已经引起越来越多学者的关注，但是关于这方面的研究和试验资料甚少。
3) shaft resistance
桩侧阻力
1.
The behavior by top loading and the partake scale of shaft resistance and end resistance are analyzed in the pape r.
通过一定数量的PHC桩荷载传递试验成果,分析PHC桩的荷载～沉降特性,分析桩侧阻力和桩端阻力随桩顶荷载的发挥性状和分担比例,并对荷载传递参数和其它施工方法进行比较。
2.
According to the analyzed results of twelve dynamic loading tests on rock\|socketed piles,the behaviors of shaft resistance of the socket and toe resistance are discussed,a relationship of shaft resistance of socket to the length of socket and the rock strength and the construction of piles is presented.
利用波动方程理论建立嵌岩桩的动力分析模型 ,并通过 12根桩的CAPWAP分析 ,探讨了嵌岩桩的桩侧阻力和桩端阻力的承载特性 ,通过合理地选择动力分析参数 ,从而确定嵌岩桩的承载
4) lateral resistance of pile
桩侧阻力
1.
Research on interaction between resistance at pile and lateral resistance of pile;
桩端阻力与桩侧阻力相互作用研究
5) skin resistance
桩侧阻力
1.
Based on the static loading tests on rock socketed piles in which the stain gauges were mounted at the top and the interfaces of soil strata,the behaviors of skin resistance and toe resistance are analyzed.
通过在人工挖孔嵌岩桩桩顶、桩端及桩周各主要土层的分界面埋设钢筋计的静荷载试验,分析了嵌岩桩侧阻力、端阻力的变化规律。
6) skin friction of pile
桩侧摩阻力
1.
By the static loading test of the large diameter bored cast-in-place pile,in which stressometers and deformeters are inbuilted at the pile s differrnt positions such as the bottom,the interfaces for soil layers along pile and so on,the loading transmission mechanism,the regulations of axial force and the skin friction of pile are analyzed.
通过在大直径灌注桩桩端及桩身各主要土层的分界面埋设应力计和应变计的静荷载试验,研究大直径灌注桩的荷载传递机理,分析轴力和桩侧摩阻力的变化规律。
2.
Based on Mindlin stress solution, the calculating method of additional stress in foundation soil for any distribution form of the skin friction of pile is deduced in this paper, and the settlement problem of single pile is analyzed.
以 Mindlin应力解为基础 ,推导了任意桩侧摩阻力分布形态时地基土中附加应力的计算方法 ,并针对单桩的沉降问题进行了分析 ,为单桩的沉降量计算提供了一个较为合理的方法。
补充资料：肺循环阻力(或全肺阻力)
肺循环阻力(或全肺阻力)
pulmonary circulation resistance
血液在肺部血管内流动时和血管壁之间的摩擦力和血液内部的摩擦阻力。肺动脉管壁较薄，分支短而管径大，故肺动脉的可扩性较大，对血流的阻力很小，仅0.12PRU(外周阻力单位)。肺循环动脉部分总的阻力和静脉部分总的阻力相等，故血液流动时在动脉部分的压力降落和静脉部分的压力降落相等。
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