pile material meaning in Chinese
反应堆材料
制桩材料
Examples
- According to the application of plc in finishing the piled material of plate production line , the outer outlet , work process and software design are introduced
针对plc在完成板材生产线堆料环节的应用，介绍了该系统的外部接线、工作流程及软件设计。 - 3 . based on the above solutions , the influences of soil parameters in different visco - elastic model and viscosity of pile material on vibration characteristics and time domain response of pile are analyzed in detail
3 、基于所得解，详细分析了各种模型下有关土工参数对桩的振动特性及时域响应曲线的影响规律，并研究了桩材料阻尼及土层性质差异等的影响。 - The 3d model of soil pile superstructure interaction system was established by using finite element method , and the interface element was used to model the interface behavior between soil and pile materials
本文针对地震作用下桥梁桩基础的接触面效应及其对结构地震反应的影响问题，以某桥梁工程为背景，通过在桩土交界面处设置接触单元来模拟桩土间的接触非线性，建立了土桩桥梁结构相互作用体系的三维分析模型。 - With the retrospection of the developing course of the bored pile foundation and combining with my practical experience , the paper expatiates upon the design principle of percent of fit of the stone - fill grouted concrete and the main factors of the influence strength target , and the final pile technique introduction of the hollow pile of the stone - fill grouted concrete and the precast prestressed concrete ; baesd on the theory of slurry hydraulics , empirical calculation formulas of the radis and height of diffuse slurry are deduced in this paper ; it analyzes the test pile materials of the hollow pile foundation , such as luoyang yi river bridge and dangwang jian river bridge ; the new technique of the hollow pile , which provides the generalization and application with base materials , expounds its feasibilities , adaptabilities and economy
本文通过综合分析国内外钻孔桩基础的发展历程及研究现状，重点讨论了填石压浆混凝土空心桩、预制预应力混凝土空心桩的成桩工艺、填石压浆混凝土的配合比设计原理及影响强度指标的主要因素；根据泥浆水力学原理，导得了考虑各种因素的水泥浆液在预填骨料中的流动影响半径和上升高度；结合河南省洛阳伊河大桥、党湾涧河大桥工程实践，讨论了填石压浆混凝土空心桩基础的质量检测方法及标准；并在此基础上，深入分析了桩侧、桩端承载能力，提出了填石压浆混凝土空心桩的设计计算理论和方法。最后，论证了空心桩新工艺的可行性、适应性、经济性，为大力推广应用空心桩新技术提供了可靠的技术资料。 - The lecture concerns songshan concrete face rockfill dam , which is calculated by shen zhujiang model of rock - piled materials . we applied finite element method ( fem ) to analysis songshan concrete face rockfill dam in case of steep slope so as to get the relation between strain and stress and deformation rules . we can draw some useful conclusions from them
本文以松山混凝土面板堆石坝为背景，采用堆石体材料的沈珠江模型，应用有限元方法分析了高陡边坡情况松山面板堆石坝的应力-应变关系和变形规律，得到了一些有益的结论。