The vertical bearing capacity of bamboo joint pile in the engineering was researched.
通过竹节桩在实际工程中的应用，对单桩竖向承载力进行了试验研究。
The pile's vertical bearing capacity, is composed of point resistance and skin resistance.
桩基的竖向承载力由桩侧摩阻力和桩端阻力所组成。
The so-called bearing chamfer, that is, the horizontal and vertical bearing surface of the junction.
所谓轴承的倒角，就是说轴承的横面与竖面的交接处。
After simulation and analysis, vertical bearing behavior of drilled piles considering construction process was obtained.
通过模拟分析，得到考虑施工过程影响的钻孔灌注桩的竖向承载性状。
The advantage of digging large diameter stake hole by manpower and its vertical bearing capacity calculation are introduced.
介绍了大直径人工挖孔桩的优点以及竖向承载力计算。
Meanwhile, the failure probability of vertical bearing capacity of pile is calculated by using the dimensionless calculation mode.
利用无量纲计算模式推导了基桩竖向承载力的失效概率的计算公式。
A method of calculating stiffness and determining dimension of shaft of precision vertical bearing system is described in this paper.
本文介绍了立式精密轴系中转轴的刚度计算与其尺寸确定的方法。
By analyzing test data, the vertical bearing capacity, lateral friction and tip resistance of the diaphragm wall foundation were studied.
通过对试验数据分析，得出了地下连续墙基础的竖向承载力、侧摩阻力及端阻力的发挥特性。
Finally, the methodology of small scale centrifuge models is elucidated by analysing three typical problems, i. e. , the vertical bearing…
以桩基础的垂直承载力、砂土振动液化、边坡稳定分析为例，阐述了小比尺离心模型试验和分析的一些思想和手段。
At last, the calculation formula of vertical bearing capacity of tubular pile is established, which is proved to be practicable in projects.
最后，筒桩竖向承载力的计算公式的成立，这被证明是切实可行的项目。
The results of the tests indicate that the effect of the vertical bearing capacity of the caisson foundation improved by the studs is significant.
试验结果表明，根键对提高沉井基础竖向承载力效果明显。
In this paper, the vertical bearing capacity of the non-uniform pile-two types of piles above-is studied by numerical simulation and test data analysis.
本文针对上述两种锥形变截面桩的侧面特点，以数值模拟分析为主，以试验资料分析为辅，研究其竖向承载性能。
Using pressure grouting to treat concrete reinforcement filling pile's bottom to increase the vertical bearing capacity of filling pile is a new technique.
用压力灌浆法处理钢筋混凝土灌注桩底以提高灌注桩的竖向承载力是一项新工艺。
As a combination of long and short pile foundations, the pile length and pile diameter were the factors that had great impact on vertical bearing capacity.
对于长短组合桩基而言，长短桩的桩长、桩径等因素对其竖向承载性能均有较大影响。
Vertical bearing capacity of single pile relate to the important question whether the design is safe and economical or not in the pile foundation construction.
在桩基工程中，单桩竖向承载力的确定关系到设计是否安全和经济的重要问题。
Theoretically the single pile vertical bearing capacity of rock-socketed pile is composed of the frictional resistance, the socketed force and the end-bearing force.
嵌岩桩的单桩竖向承载力理论上应由摩阻力、嵌固力、端承力组成。
The negative skin friction resistance caused by collapsible deformation after water soaking into collapsible loess will reduce the vertical bearing capacity of piles.
湿陷性黄土地区地基土浸水湿陷后，桩侧表面可能产生负摩阻力，将导致桩基承载力降低。
There are many methods in the world, which can calculate the vertical bearing capacity of single pile. But all these methods aren 't perfect, scientific or economical.
国内外关于单桩竖向极限承载力的确定方法很多，但至今还未找到较为完善、科学和经济的方法求解单桩竖向承载力。
In the engineering project, negative skin friction is the drag force that will reduce the vertical bearing capacity and cause differential settlement of the structure.
工程中由于负摩阻力产生的下拉荷载不仅使桩竖向承载力减小，还会导致结构物的不均匀沉降。
The post-grouting technique for bored piles can increase the vertical bearing capacity of piles, decrease the subsidence and improve the engineering behaviors of piles.
钻孔灌注桩后压浆技术可提高桩的竖向承载力、减少桩的沉降并改善桩的工程性状。
Based on the load tests of 8 large diameter belled piers and 2 friction piles, the vertical bearing behavior of the belled pier in non-collapsing loess-like soil is studied.
根据同一试验场地厚层非湿陷性黄土状土中8根大直径扩底墩、2根等直径桩的竖向承载力静载试验，对扩底墩的竖向承载性状进行了研究。
To study vertical bearing behavior of the foundation, a shaft diaphragm wall foundation of bridge in loess area was tested for bearing capacity by use of the self-balanced method.
为研究其竖向承载特性，在国内首次采用自平衡法对黄土地区某桥梁的井筒式地下连续墙基础进行了现场静载试验。
To study vertical bearing behavior of the foundation, a shaft diaphragm wall foundation of bridge in loess area was tested for bearing capacity by use of the self-balanced method.
本文在采用自平衡法静载荷试验的基础上，分别对浙江嘉兴和湖州两个工程中的同一场地挤扩支盘灌注桩与普通直孔灌注桩进行对比试验研究。
First, this paper introduces us the dead load experimental test equipment, the increasing load method, and how to confirm the pile foundation's vertical bearing weight through this way.
首先，本文介绍了静载试验的试验装置、加载方法，及如何通过静载试验测试数据确定桩基的竖向承载力。
Through analyzing the calculation of vertical bearing capacity of rock-socketed pile given in technical code for building pile foundations, some unreasonable issues in the code were found.
从桩基规范中有关嵌岩桩竖向极限承载力的计算入手，分析其存在的问题和不合理之处。
The mechanism of vertical bearing capacity root foundation was analyzed, and the improvement of bearing capacity due to the soil compaction and the bending resistance of roots was discussed.
分析了根式基础的受力机理，探讨了根键的挤土效应及抗弯特性对提高基础承载力的作用。
Because of low vertical bearing capacity, especially horizontal bearing capacity, row-lock cavity wall has not enough bearing capacity, so that cracks are often found on row-lock cavity wall.
但由于空斗墙竖向承载能力和水平向承载能力都较低，空斗墙承载能力不足从而引起墙体开裂的情况时有发生。
The Newton iterative method is used in the calculation of entropy density function, by which the non-convergence issue in the calculation for the vertical bearing capacity of piles is solved.
计算熵密度函数时采用牛顿迭代法，从而解决了在分析基桩竖向承载力的可靠度时可能产生的迭代不收敛的情况。
Through the computation of ultimate vertical bearing capacity of a single pile and design pile layout and so on, summarized experience of designation about prestressed concrete pipe pile foundation.
介绍了一个应用预应力高强混凝土管桩的工程实例，通过单桩竖向极限承载力计算和布桩设计等多方面的设计过程，总结了在预应力高强混凝土管桩设计中的心得体会。
Based on the demand of present code, using the calculation of bearing capacity of pile shaft and subgrade bearing capacity for pile, vertical experimental load of embedded rock pile is ensured.
采用现行规范规定的对桩身承载力和地基土对桩的支承阻力两项的计算，确定嵌岩桩竖向抗压静载试验的试验荷载。
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