单桩极限承载力是桩基设计中的一个重要参数。
The ultimate bearing resistance of individual pile is an important parameter in pile foundation (design. )
为此，本文对单桩极限承载力计算方法进行研究。
Accordingly, this paper mainly researches about the calculating methods of the single pile.
结果表明：逆斜率法能较好地预测单桩极限承载力。
The result indicates that the inverse gradient method can forcast the ultimate bearing capacity of single pi le well.
运用灰色理论，建立了GM(1,1)模型来预测单桩极限承载力。
The GM (1, 1) model has been established by means of grey theory to predict ultimate bearing capacity of single pile.
运用双曲线法推算了单桩极限承载力，并对单桩承载力进行了评价分析。
The single pile ultimate bearing capacity was calculated using the hyperbolic method, the bearing capacity was evaluated analyzed.
同时研究了桩径、桩长、持力层性质对单桩极限承载力和桩侧摩阻力的影响。
The effect of pile diameters, pile lengths and bearing stratum on ultimate bearing capacity and shaft resistance was studied.
根据南宁市多个静压桩工程的实测，通过拟合分析得到了单桩极限承载力与终压力的关系式。
According to the Nanning many static pressure pile project's actual measurement, obtained the single pile limit supporting capacity and the final pressure relationship through the fitting analysis.
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。
In this paper, the vertical ultimate bearing capacity of single pile has been studied by using FEM as numerical method.
锤击桩是桩基工程中广泛使用的一种沉桩方法，确定其单桩极限承载力是桩基工程设计中需首要解决的问题之一。
Driven pile is widely used in pile foundation and how to get it's ultimate bearing capacity is one of the problem that should be determined at first.
在分析已有单桩静载荷试验资料及单桩竖向抗压极限承载力确定标准的基础上，本文提出了确定单桩承载力的一种建议方法。
A proposed method to determine the ultimate bearing capacity of pile is presented based on analyzing the data of loading tests and the related criterions for single pile.
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。
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.
介绍了一种单桩静载荷试验极限承载力的预测法——多项式回归法。
In this paper, a method, called multinomial regression for forecasting for ultimate bearing capacity of singe pile with static load experiment is proposed.
单桩静载荷试验的试验环境虽然对极限承载力影响较小，但是对试桩的荷载位移曲线的影响是不可忽视的。
Although there is little effect to limited capacity by circumstance of load test, yet is not ignore effect to the P-S curve of single pile.
为了快速可靠地获得单桩的极限承载力，普遍采用高应变动测法来代替静载荷法检测基桩承载力。
High stain dynamic testing method is adopted to obtain pile's ultimate bearing capacity quickly and accurately as a substitute for static loading testing method.
结合某根桩的静载试验结果，对该桩的荷载与沉降分别进行了预测，并在只有部分实测结果的情况下，对单桩的极限承载力进行了预测。
Based on part of the data of static load test, the ultimate bearing capacity and the whole load settlement curve is also predicted.
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。
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.
应用该公式可估算出预制桩单桩最终极限承载力。
This formula can be used to estimate the final ultimate-bearing capacity of the pile.
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。
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。
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.
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