end resistance

英 [end rɪˈzɪstəns] 美 [end rɪˈzɪstəns]

网络  零位阻值; 端承力; 端电阻

电力



双语例句

  1. The fall of Minsk signaled the end of resistance throughout Belarus.
    明斯克的陷落标志着白俄罗斯抵抗的结束。
  2. The article more systematically studies the analysis model of the pile end resistance with the penetrating-into deforming development.
    该文较为系统地研究了桩端阻力随刺入变形发展的分析模型。
  3. The pick of Chicharito's three April goals was undoubtedly the far-post header to end Everton's resistance at Old Trafford, just when it seemed two precious league points might be dropped.
    小豌豆在四月最关键的进球当数在老特拉福德对阵埃弗顿打进的绝杀进球,这粒进球帮助曼联获得了联赛关键的三分。
  4. The bearing capability of cast in place bored piles is determined by the size of the pile, side resistance and end resistance.
    钻孔灌注桩承载力取决于桩体几何尺寸、侧阻力及端阻力,分析了影响钻孔灌注桩承载力充分发挥的因素:沉渣、泥皮厚度及孔壁形状等。
  5. In the end, spreading resistance profiles ( SRP) showed excellent dielectric properties for hafnium oxide films whenever amorphous or polycrystalline.
    借助扩展电阻探针(SRP)技术考察了退火前后薄膜的电学性能,证明在SOI材料上制备的多晶氧化铪薄膜同样具有较好的电介质绝缘性能。
  6. Analysis method of side resistance and end resistance in long-short pile group subjected to vertical loading
    竖向受荷长短桩基础的侧端阻力分析方法
  7. The whole process of determining the pile side earth friction, pile end resistance force and limit bearing capacity of the single pile by using the self-balanced method and the other testing elements is described based on the engineering examples.
    结合工程实例叙述了利用自平衡法结合其它测试元件确定桩侧土体摩阻力、桩端阻力及单桩极限承载力的全过程。
  8. The end resistance in long pile exceeds the value in finite elements method. The other difference is unconspicuous.
    长桩的桩端阻力分析中通用分析方法结果偏大,但短桩的桩端阻力二者差别不明显。
  9. Effect of pile-end soils has been systematically studied by deep pit model test in room, load test in deep well, static load test of pile on site, together with deep analysis of rules of height effect for pile end's resistance.
    通过室内深基坑模型试验、深井荷载试验和桩的现场静载试验,系统地研究了大直径桩的桩端土效应,对桩端阻力深度效应的机理进行了深入分析。
  10. From short pile to long pile, the pile bearing performance will be changed from end resistance behavior to end resistance-friction behavior.
    空心桩从短桩变化到长桩,其承载特性从端承桩变化为端承摩擦桩;
  11. Through analysing the structure and the process of driving plie, it is indicated that branches/ plates not only make the bearing capacity area increased, the bearing capacity of single pile raised, but also make the end resistance reduced.
    通过对支盘桩构造及成桩过程分析,支盘的设置不仅扩大了受力面积,提高单桩的承载力,而且还减少了桩端荷载,使支盘桩具有更大的承载潜力。
  12. The distribution character of skin friction, branches/ plates resistance, and end resistance are respectively indicated not only on the work condition but also the maximum condition.
    分别得出工作状态下和极限状态下,桩侧摩阻力、支盘阻力与桩端阻力的分布特征。
  13. The results indicate that the bored pile works well and has high potential carrying capacity. Under the precondition of construction quality, we can shorten pile's length and reduce investment through the measurement of pile's axial force and pile's end resistance.
    结果表明,黄土地区的钻孔灌注桩有较高的承载潜力和良好的工作性状,在保证施工质量的前提下,可借助桩身轴力传递和桩端阻力的量测,缩短桩长,节约投资。
  14. At the same time, this paper put forward a new method of using the end settlement to part the side resistance and the end resistance of piles and using the difference between the top settlement and the end settlement to determine the mass of piles.
    与此同时,阐述了利用桩端沉降来划分桩侧摩阻力和桩端阻力的方法,以及利用桩顶、桩端沉降差值来判断桩身质量的方法。
  15. Based on the research of mechanism of jacked pile, the factors that may affect the end resistance and the shaft resistance are discussed.
    本文在研究静压桩沉桩机理的基础上,探讨影响沉桩时桩端阻力和桩侧摩阻力大小的各种因素。
  16. In this paper the calculation method for standard values of ultimate flank and end face resistance of a pile is discussed. This method is used to design of pile foundation in engineering.
    本文讨论了桩的极限侧阻力标准值和极限端阻力标准值的计算方法,并应用于实际工程桩基础设计。
  17. Bases on the mass field test data of large-diameter pile, The characteristics of the load transfer and the proportion of side resistance and end resistance of piles socketed in gravel, silt clay on soft soil foundation.
    基于大量的桩基静载荷试桩资料,本文分析了嵌岩桩及以砾石,粉土,粘土为持力层的大直径桩的荷载传递性状及侧阻与端阻的比例关系。
  18. Analysis of Friction Resistance Along the Pile and End Resistance in the Main Soil Course of Guangdong Coastal Area
    广东沿海主要土层桩侧摩阻力和桩尖阻力的分析
  19. It is better to add tine to jacked pipe pile when plug effect may appear so that the end resistance can be weakened and the pile can be penetrated easier.
    对于可能出现闭塞效应的静压管桩宜加设桩尖,减小端阻力,方便贯入。
  20. The results show that the affection of geometry shape of end of pile should be considered when calculating the end resistance;
    结果说明在估算沉桩端阻力时应考虑桩端几何形状的影响;
  21. By calculating actual measured data, the trial pile side friction resistance and end resistance distribution map had been gained at all levels loading action. Thus loading transfer and bearing capacity property on pile can be known.
    通过对实测数据的计算,便可得到试桩在各级荷载作用下的侧摩阻力和端阻力分布图,从而了解该桩的荷载传递和承载力性状。
  22. The paper analyses briefly the formation, test and data to be taken of load bearing property for the poured pile foundation. The results indicate that the side and end resistance around the pile increase greatly, and the poured pile has the powerful continuous end-friction and bottom-friction.
    对桩基承载力形成、检测和承载力的取值进行了粗略分析结果表明,桩周附近的侧阻与端阻有了较大幅度的提高,而且注浆桩将具有强劲的后继端阻和侧阻。
  23. There are interaction in skin friction, branches/ plates resistance and end resistance, that is, the upper and lower section resistance interact on each other.
    侧摩阻力、支盘阻力、桩端阻力或者说上部桩段与下部桩段阻力存在着空间上的互补关系。
  24. The results indicate that the side and end resistance around the pile increase greatly, and the poured pile has the powerful continuous end-friction and bottom-friction.
    结果表明,桩周附近的侧阻与端阻有了较大幅度的提高,而且注浆桩将具有强劲的后继端阻和侧阻。
  25. Focus on the bearing behavior of rock-socketed pile, bearing mechanism, influencing factors and calculation method for side resistance and end resistance in whole resistance rock-socketed pile is analyzed.
    以嵌岩单桩承载性状为研究重点,分析了全阻嵌岩桩的桩侧摩阻力与桩端阻力的承载机理、影响因素和计算方法。
  26. The changes of pile group settlement, pile soil load sharing ratio, pile top resistance distribution, axial force of piles, lateral friction of piles, pile end resistance, pile flexibility and moment due to excavation are discussed.
    讨论群桩沉降特性、桩土荷载分担、桩顶反力分布、桩身轴力、桩侧摩阻力、桩端阻力以及开挖引起的桩身水平位移及其弯矩的变化规律。
  27. The difference in the bearing capacity behavior and load transfer between large diameter cast-in-place piles and belled piles are emphasized in the analysis. The action laws of pile end resistance and lateral friction resistance are obtained.
    重点分析了大直径深长灌注扩底桩与等直径灌注桩承载特性及荷载传递的不同,并得到了扩底桩桩端阻力、桩侧摩阻力发挥规律。