顶桩是一个开头的词语，它的拼音是dǐng zhuāng，这篇文章为您提供了顶桩拼音，读音，怎么拼读，同时为了让您在线轻松学习顶桩，我们收录了汉语辞典中顶桩的意义和释义，近义词，反义词，顶桩的五笔怎么打。

在线字典为您在线查询顶桩的词典内容如下，包括顶桩的拼音，读音，拼读；顶桩的意思和详细释义，顶桩的近反义词，顶桩的英语翻译，用顶桩这个词语怎么造句等内容。

顶桩读音/繁体/五笔/英文翻译

顶桩是什么意思？

· 基本释义

上端支承建筑物的木桩。

· 详细释义

上端支承建筑物的木桩。

宋 苏轼 《西新桥》诗“百夫下一杙，椓此百尺泥”自注：“桥柱石磉之下皆有坚木，椓入泥中丈餘，谓之顶桩。”

· 网络释义

dǐng zhuāng ㄉㄧㄥˇ ㄓㄨㄤ顶桩（顶桩）上端支承建筑物的木桩。 宋 苏轼 《西新桥》诗“百夫下一杙，椓此百尺泥”自注：“桥柱石磉之下皆有坚木，椓入泥中丈馀，谓之顶桩。”

顶桩的近反义词？

顶桩近义词：抱歉，查无顶桩的近义词

顶桩反义词：抱歉，查无顶桩的反义词

顶桩词语接龙

（~顶桩~）在开头的接龙：桩工，桩配，桩家，桩科，桩手，桩歌，桩管，桩积，桩办，桩埽夫

（~顶桩~）在结尾的接龙：树桩，木桩，桥桩，马桩，界桩，板桩，暗桩，抵桩，星桩，水桩，缆桩，朽桩，赔桩，摸桩，顶桩，该桩，伏桩，符桩，送桩，一桩

暂时无法为您进行顶桩的词语顺序接龙!

用顶桩怎么造句？

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在英国的其它地方，像康沃尔或者约克郡的荒原，似乎是坍塌的无顶桩柱、古老的烟筒或者小鸟栖息的修道院的理想选择。

Other parts of England, such as Cornwall or the North York Moors, seem ideally suited for toppling, roofless piles, for old chimneys or for cloisters occupied by birds.

本文基于埋设有测试元件的嵌岩桩原位试验，分析了在桩顶荷载作用下，嵌岩桩的桩侧阻力、桩端阻力的特征。

Based on the in-situ testing of rock-socked pile embedded with test components, the characteristics of the point resistance and skin resistance are studied in this paper.

然后，有一天，她静静的离开人世。那一件件一桩桩你该做而未做的事突然一下子向你袭来，犹如五雷轰顶！

And then, one day she quietly died. And everything you never did came crashing down like thunder on you're YOUR HEART.

群桩中桩身压缩由单桩静载试验得到的桩顶沉降与桩端沉降之差求得，群桩的桩端沉降由分层总和法计算。

The compression of the pile in the pile group can be determined by static load test. The settlement of the pile toe is calculated by layer wise summation method.

首先介绍了桩基检测的方法并分析了单桩荷载—桩顶沉降、桩端沉降、桩身压缩曲线的特性及其在工程中的应用。

The method of testing the base settlement of pile bottom I's introduced in this paper, How to use the characteristic of P-St, Sb, ss, curve in engineering practice is then discussed.

解析地研究了桩顶受到横向冲击荷载时桩的瞬态横向动力响应。

Transient lateral response of pile subjected to lateral impulse load at the pile head is studied.

在该公式中，桩端土的静阻力可以直接从桩顶的加速度信号中获得的桩顶回弹和冲击力持续时间计算得到，并且计算结果和土阻尼无关。

In this method, the static resistance at pile toe can be calculated directly with the rebound at pile top and impulse duration from the acceleration signal at pile top.

采用实体深基础法的思想，桩顶沉降分为桩身压缩和桩端沉降。

The settlement of pile top in pile foundationconsists of pile compression and settlement of substratum.

在此基础上，进一步对主桩架结构包括支柱、顶架平台、支座等进行了强度校核验算，并对桩架的运行安全提出了建议。

The main structures with strength checking include the stanchion, the upper platform and the base seat. The suggestions about the safety of the pile driving frame are put forward.

在饱和软粘土地基上打桩挖土造成桩顶偏移的情况，是累见不鲜的工程病害。

Pile top deviation due to piling and excavation on saturated soft soil foundation is usually an engineering disease.

通过数值计算，分析了土层模量变化、土层饱和度变化以及桩身截面变化对桩顶频域和时域响应曲线的影响。

Through numerical calculation, the influences of the variations of the modulus and degree of saturation of soil layer and cross-section of the pile on the response are analyzed.

通过对计算结果的比较和分析，对桩顶圈梁作用的力学机理进行了深入探讨；

The mechanics mechanism of lop beam is discussed by the mcthod of comparing and analyzing the results of calculation.

通过单桩的荷载沉降曲线确定群桩中单桩的刚度，并可用逐次逼近的方法求解桩顶反力和基础沉降，避免了对刚度的非理性调整。

Single stiffness is presented through Q-S curve, and the load of the top of pile is computed by circulating many times, so it can avoid man-made rectification.

研究了多桩复合地基与多桩复合桩基在桩顶反力分布上的不同，分析了出现差别的原因。

The different distribution of pile reaction between pile groups composite foundation and composite pile foundation are studied, and some reasons are given.

设置微型桩可以有效控制坡顶沉降，而施加预应力对坡顶沉降的影响很小。

Setting miniature pile can efficiently control ground surface settlements, however, adding pre-stress influences it a little.

通过参数影响分析研究发现，成层土中桩顶复刚度主要受上部土层动力特性及性质影响；

The results indicate that dynamic characteristics of upper layer soil are major factors that affect the complex stiffness of pile.

用建立的数学模型求出了某试验桩的桩顶响应，以实测波形为参照，验证了理论模型的正确性。

The top response of the model pile was calculated by using the model and the correctness of the model was verified by reference of the measurement waveform.

本文提出了锚拉抗滑桩锚拉力计算的桩顶位移控制法，计算控制桩顶位移所需的最小锚拉力。

The thesis puts forward the pile-top displacement control method, and it can account the least force of the anchor wire on anti-slide pile.

与线性相互作用体系相比，柱的剪力和倾覆力矩减小；桩顶的剪力和弯矩也有所减小。

The shearing force and overturning moment of column is reduced, and the shear force and moment at the top of pile is decreased compared with linear interaction system.

分析了在桩顶荷载作用下的负摩阻力特性。

The characteristics of negative skin friction (NSF) with working load on pile top were analyzed.

高应变动力试桩法采用数吨重锤锤击，同时实测了桩顶的力信号和速度信号，具有很高的信噪比。

Under the impact of a large hammer, a high signal noise ratio of the force and velocity can be acquired in the high-strain dynamic testing.

采用该分析模型，分析了桩身几何参数、桩顶荷载水平、混凝土弹塑性和桩侧阻软化效应对大直径超长单桩承载变形性状的影响。

The effects of shaft geometry, load level, concrete elastoplasticity and shaft resistance softening on bearing and deformation characteristic of LDSLP were studied by using this model.

研究了在给定桩顶轴向动位移条件下非线性粘弹性嵌岩桩纵向振动的混沌运动。

The vertical chaotic motion of the nonlinear viscoelastic pile embedded in rock with a vertical displacement, is investigated.

运用有限元强度折减法对设置抗滑短桩后，对滑面是否越过桩顶进行了验证。

The Strength Reduction Finite Element Method is applied to test whether the sliding face cross over the pile with the short anti-side piles.

采用剪切位移法，利用递推原理导出桩顶柔度系数的计算公式；

With the shearing deformation theory and deductive theory, the calculational formulas of flexibility coefficient of the pile head can be obtained.

当竖向相关距离大于桩长时其变化对桩顶沉降响应方差影响不大的结论。

When the vertical correlation distance is longer than the length of pile, it has small influence on the response variance of pile top settlement.

前排桩受力状态相当于在桩顶增加一个刚性支撑，后排桩受力状态相当于在桩顶施加一个拉杆。

Action of beam between front row pile and back-row pile makes the stress state of double-row piles different from that of cantilever pile.

目前，加筋垫层的工程实践超前于其理论研究，桩顶加筋灰土垫层设计方法受到普遍关注。

Up till now, the theories of reinforced cushion cannot meet the needs of practice, the designing method of reinforced lime-soil cushion attracts most researchers' attention.

实测桩顶响应信号是振源与系统频响函数的时域卷积。

The tested signal on pile head is the convolution of the vibration resource and frequency response function of itself in domain of time.

实测桩顶响应信号是振源与系统频响函数的时域卷积。

The tested signal on pile head is the convolution of the vibration resource and frequency response function of itself in domain of time.

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