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。
Under lateral load, the positive battered pile group has bigger bearing capacity than the vertical and negative battered pile group.
水平受荷群桩，“正斜”单桩组成的群桩比直桩群桩和“负斜”单桩组成的群桩的承载力大。
DX pile is a new cast-in-place pile which can improve the vertical ultimate bearing capacity of single pile by developing the capacity of bearing enlarging disk in the pile.
DX桩是通过发挥桩身中承力扩大盘的承载力，以达到提高单桩竖向承载力的一种新型钻孔灌注桩。
Longitudinal vibration of an integral pile in an uniform soil with end bearing boundary or elastic bottom boundary undergoing vertical harmonic load is theoretically investigated.
分别对均质土中完整端承桩和弹性支承桩在垂直谐和激振力作用下的纵向振动特性进行了研究。
Based on the strong learning ability and fuzzy logic function of ANFIS, a method for predicting vertical ultimate bearing capacity of single pile is presented.
利用ANFIS较强的学习能力和模糊逻辑推理功能，建立了单桩竖向极限承载力预测的自适应网络模糊推理系统。
The problems of construction, bearing capacity in vertical and horizontal directions and settlement of timber-pile composite foundation are analyzed and solved.
就木桩复合地基的竖向和水平抗滑承载力、沉降及有关施工问题作了较详细的分析与设计。
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。
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。
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。
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。
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。
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。
The load-bearing and anti-slide pile has double function of bearing, the vertical and horizontal load from the superstructure as well as the landslide-thrust from the side of the pile foundation.
承重阻滑桩既需承受来自上部轴向与水平向的荷载作用，又要抵抗桩侧滑坡推力，具有承重与阻滑双重功能，其受力性状远比抗滑桩和平地上倾斜受荷桩复杂得多。
With more and more high-rise constructions have been builded, the static load test of pile is adopted as the foremost way to identify vertical ultimate bearing capacity of single pile.
随着高层及超高层建筑的涌现，桩基静载试验作为确定单桩极限承载力最可靠的方法已被广泛采用。
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。
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。
This paper introduced various device related in test of vertical compression static bearing resistance of single pile, and discussed the requirement of selection and installation of various device.
介绍了单桩竖向抗压静载试验中涉及的各项仪器设备，讨论了各仪器设备的选择与安装要求。
An extensively concerned problem in engineering is how to determine the vertical ultimate bearing capacity of single pile based on the data of pile load test bellow limit load.
如何根据未加载至破坏的试桩资料来确定单桩极限承载力是工程界广泛关注的问题。
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。
Based on the pile-soil system computation model, this paper focuses the relationship between the ultimate bearing capacity and the stiffness for a single pile under the vertical static load.
本文根据所采用的计算模型，从理论上研究了在竖向静压力作用下，单桩的极限承载能力与刚度的关系。
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。
Cement-soil pile has been widely used in soft-soil foundation consolidation, and its improvement in the vertical foundation bearing capacity is also proved.
用水泥土桩加固软弱地基，目前被一些实际工程所采用，其对地基竖向承载力的提高效果也已得到了普便认同。
The bearing capacity and load transfer character of composite pile under the vertical load action has been discussed base on the FEM analysis principle and the construction works .
根据有限元分析原理 ，结合工程实例分析了竖向荷载作用下复合材料桩的承载力、荷载传递特性和水泥土桩环侧摩阻力的传递扩散规律 。
In this paper, the vertical ultimate bearing capacity of single pile has been studied by using FEM as numerical method.
针对静载荷实验确定单桩极限承载力的局限性，采用有限元分析方法作为单桩极限承载力静载实验的有益补充。
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。
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。
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。
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