test pile中文是什么意思

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用"test pile"造句"test pile"怎么读"test pile" in a sentence

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试验桩
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"test"中文翻译 n. 【动物；动物学】(软体类的)介壳，甲壳；【植物；植 ...
"pile"中文翻译 pile5 n. 1.杆木，木桩，桥桩。 2 ...
"in-pile test" 中文翻译 : 堆内试验
"pile test" 中文翻译 : 桩荷载试验
"axial loading test of pile" 中文翻译 : 桩轴向荷载试验
"ballast(pile test)" 中文翻译 : 反力呆重(桩载重试验)
"dynamic load test of pile" 中文翻译 : 桩的动载荷试验; 桩动荷载试验
"dynamic pile driving test" 中文翻译 : 动力测桩
"dynamic pile test" 中文翻译 : 深基础桩基动测技术; 桩基动测技术
"in pile test loop" 中文翻译 : 堆内试验回路
"lateral load test of pile" 中文翻译 : 原位测试单桩横向载荷试验
"lateral loading test of pile" 中文翻译 : 桩横向荷载试验
"lateral pile load test" 中文翻译 : 单桩横向载荷试验; 桩的侧向荷载试验
"load test on pile" 中文翻译 : 桩载试验
"out pile test" 中文翻译 : 堆外试验
"out-of-pile test loop" 中文翻译 : 堆外试验回路
"pile driving test" 中文翻译 : 打桩试验
"pile integrity test" 中文翻译 : 桩的完整性试验; 桩完整性试验
"pile load test" 中文翻译 : 桩荷载测试
"pile loading test" 中文翻译 : 椿的承载试验; 基桩荷载试验; 基桩载荷试验; 桩载重试验
"pile penetration test" 中文翻译 : 桩贯入试验
"pile pulling test" 中文翻译 : 拔桩试验
"pile redriving test" 中文翻译 : 桩复打试验
"pile withdrawal test" 中文翻译 : 拔桩测试; 拔桩试验
"pulling test on pile" 中文翻译 : 拔桩试验

例句与用法

Prediction of ultimate bearing capacity of non - destructive test piles
试桩未达极限状态时桩的极限承载力预测
Determination of bearing capacity for test pile by self - balanced method and its application
自平衡法试桩承载力的确定及应用
Finite element program of non - linear analysis to pile is made and together with results of building test pile and model test pile , therefore , the feature of load transferring and deformation mechanism were deeply analyzed
对工程试桩的静载试验结果进行分析，确定单桩极限承载力。室外模型桩试验通过在桩身埋设测试元件，研究水泥土组合桩荷载传递规律以及变形特性。
Main characteristics of bearing capacity of cast - in - place pile under vertical load have been expounded by introduction to engineering course and analysis of experiment result . and application of test pile in concrete design has been probed
摘要通过对工程试桩过程介绍及对结果的分析，总结了竖向荷载作用下嵌岩灌注桩承载力的主要特点，并对试桩在具体设计中的应用进行了探讨。
Since the work condition of real piles is different from that of testing piles as well as the complicity of mutual effecting between soil and pile , the position of o - cell is indefinite , leads to inaccurate results . author developed some ideas to improve self - balanced testing method
自平衡法与桩的实际工作条件不符,由于桩土体系的复杂性,导致荷载箱位置的不确定性,而荷载箱位置的变化,将会得出不同的试验结果。
This paper describes the principle and method for testing pile bottom force - hearing layer and pile body force - bearing declivity , deals with results of standard component test and inclined model pile test under the condition of inclination , and also gives some practical examples of engineeing application
摘要阐述了桩底持力层与桩身倾斜度测试原理及方法，列举了倾斜情况下的标准件试验及倾斜模型桩试验结果与工程应用实例。
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。
Through a lot of test pile material , this essay concludes the vertical bearing capacity calculation formula of man - made pile with bulb shaped base by strength theory and relative deformation as control criterion . the method of defining pedestal pile foundation deformation modulus is especially discussed in this article , and it takes the mindlin solution as the starting point using mathematics method to get the poisson ' s ratio ( u ) which is the factor influencing foundation soil deformation modulus , and a deformation modulus calculating equation is finally determined
本文通过大量试桩资料和有限元计算分析，给出了以强度理论和相对变形为控制标准的人工挖孔扩底桩竖向承载力计算公式。其中特别论述了扩底桩地基变形模量的确定方法，并从mindlin解出发利用数学方法得出了影响地基土变形模量大小的因素?泊松比，初步确定了比较完善的变形模量计算公式。
By the check - out , inspection and measurement to start construction the industrial art to this test pile with the examination between stake body mass and bearing power , made sure the stroke reasonable operation method drilling under the dissolved cavern geology term ; the pier foundation loading test expressed the lading and rub the lading that resistance drag a glazing for of relation , and to the borehole cast - in - place concrete pile in the karst terrain deliver with break the mechanism , the characteristic of bearing power , proceeding the spot test job of the full of result ; the test data expresses the stake side friction resistance to rises with a bat batch terminal friction resistance very important function , the of tip of pile resistance drag occupies the proportion very few
通过对本次试桩施工工艺的检测和桩身质量及承载力的检验，确定了冲击钻在溶洞地质条件下的合理使用方法；基桩承载实验表明了荷载与摩擦阻力之间的关系，并对岩溶地区的嵌岩灌注桩的荷载传递和破坏机理、承载力特性，进行了富有成果的现场测试工作；试验数据表明桩侧摩阻和支盘端阻起很重要的作用，桩端阻力所占比例甚少。这与设计桩基时的计算模式相差很大，承载力也较设计增加；使用力学数值分析方法和有限单元法，对钻孔灌注桩桩端下的岩体强度和结构稳定性方面进行模拟计算和定量研究。
In this paper , using the program ( epagpll ) , the bored testing pile group of the chinese architecture science and research institute at luokou area are analysised . the comparisons among analytical results of four constitutive models of soil are made , and the deformation of piles and soil , the soil resistance of the piles , the friction beneath cap , the aclinic displacement of the ground soil before piles and the failure pattern of pile group are discussed in detail
本文利用所编的程序，对上海地区竖向荷载作用下的单桩的流变效应进行了分析，并通过桩体位移?时间关系曲线，确定软土地基上竖直受力桩的承载力，分析了竖直受力桩的最终沉降量的大小，并结合《上海地区地基基础》地方规范就程序计算结果进行了对比。