在这种情况下桩身压缩对桩的荷载传递影响很大。
The influences of elastic compression of pile on load-transferring are evident in such cases.
选用双曲线荷载传递函数分析单桩的荷载传递规律。
An hyperbolic function was proposed as a load transfer function to analyze the load transfer mechanism of a single pile.
研究表明，用非线性函数来描述荷载传递过程更为准确。
The research indicates that using the nonlinear function is more accurate to describe the load transmission process.
最后，对改进荷载传递模型——三折线模型进行实例验证。
Last, carry on a verification to the improved trilinear model.
最后对该法的荷载传递机理及平衡点位置的选取作了简要的分析。
Finally the paper give a brief analysis of load transfer mechanism and how to choose the equilibrium position of the selection.
嵌岩桩的荷载传递特性主要取决于混凝土—岩石界面的剪切特性。
The load transfer characteristics of rock-socketed pile are mainly decided by the shear behavior of rock-concrete interface.
提出了用迭代法分析带垫层刚性桩复合地基荷载传递特性计算方法。
A method to analyze load transfer was presented for composite-foundation with rigid pile and cushion by means of iterative process.
以荷载传递法为基础，研究了桩端条件对灌注桩荷载传递特性的影响。
The influence of end conditions on the load transfer behavior of cast-in-place pile is discussed using the load transfer method.
同时，现行确定荷载传递模型的大型现场试验需要花费大量时间和经费。
Furthermore the large expense and long test time of field test have become the impediments to determine the load-transfer model.
建筑物的交叉墙将一起工作，将风荷载传递到基础，使其在内部保持中空。
The building's crossed walls would work together to spread and carry wind load to the foundation, allowing it to remain hollow on the inside.
因此开展柔性基础下复合地基的荷载传递规律及其变形特性的研究具有重要意义。
Therefore, it has great significance to study on the load transfer mechanism and deformation characteristics of composite ground under flexible foundation.
同时探讨了复合地基上下部共同作用下整个系统的变形分布规律和荷载传递规律。
At the same time, we discussed the deformation trend of the whole system and the load transfer law by considering the composite foundation upper-lower combined action.
从理论上分析影响荷载传递性状的因素，并推导了挤扩支盘桩荷载传递的理论公式。
Influential the factors of the load transmission characteristics are analyzed theoretically, and the load transmission theoretical formula with squeezed branch pile is inferred.
同时，利用荷载传递法及非线性分析的增量法，获得荷载-沉降关系等系列解析算式。
Meantime, by using the load transfer method and the nonlinear-analysis increment method, a series of analytical formulae are deduced to define the load-settlement relation and so on.
但是，对这类桩的荷载传递机理研究还不够完善，至今仍没有符合实际的统一计算方法。
However, the load transfer mechanism of this pile is still not perfect, so far, there isn't practicable and unified method.
因此要充分认识支盘桩在重复荷载作用下的工程性状和荷载传递机制还要进行大量研究。
So a lot of studies should be done to understand the project behavior and load transfer behavior of the pile with plates and branches under repeated loading.
通过土钉抗拔力学模型探讨了高压注浆土钉的抗拔荷载传递机理，简单介绍了其施工工艺。
Based on mechanics model of pullout, the transfer mechanism of pullout load of high-pressure grouting soil nailing is discussed.
通过土钉抗拔力学模型探讨了高压注浆土钉的抗拔荷载传递机理，简单介绍了其施工工艺。
Based on mechanics model of pullout, the transfer mechanism of pullout load of high-pressure grouting soil nailing is discussed. Moreover, the construction process is briefly presented.
通过对挤扩支盘桩的桩身静载试验和测试的结果，分析其在竖向荷载作用下的荷载传递机理。
The mechanism of load transfer on the vertical loading through the analysis of squeezed branch piles' field static loading test is analyzed.
根据散体材料桩复合地基荷载传递及变形机理，分析了散体材料桩与桩间土之间的应力应变关系。
Based on the mechanism of load transfer and deformation of discrete material piles, the relationship between stress and strain of pile and soil is analyzed.
文摘：在探讨超长桩荷载传递机理的基础上，指出超长桩设计应注意的若干问题并得出有关结论。
Abstract: Based on the mechanism of load transference for super-long piles, the some problems to be noticed in their design are pointed out, and the better proposals are given.
地下室墙面的布局主要由基础板和“零”板组成箱体将荷载传递到地面，同时将压力传递到外墙。
The layout of the basement walls together with the foundation slab and the 'zero' deck form a rigid box transferring the load to the ground, as well as conveying the stress from the outer walls.
根据试验数据向传统静载试桩结果进行转化和对比，并对桩的承载性能与荷载传递特点进行了分析。
The test results are converted to load-settlement curves of conventional testing method and the bearing behavior and load transfer characteristics are analyzed.
本文方法既能计算单桩荷载传递又能预测单桩变形特性。算例结果表明：本方法有较高的计算精度。
Both load transfer characteristic and settlement characteristic of single pile can be predicted using this method, through a case, have shown that the new method is rational.
根据位移协调理论，采用荷载传递函数法分析了竖向受荷下相关因素对水泥土桩荷载传递规律的影响。
The infection of related factors to load transfer rule on cement-soil pile through the load transfer function method was analyzed according to the displacement harmony theory.
在现场试验的基础上，对预应力高强度混凝土管桩单桩承载力荷载传递特性进行了三维数值模拟分析。
The characters of PHSC pipe pile is introduced simply in this paper, and its bearing capacity and load transfer behavior are analyzed by 3-D numerical simulation.
通过对群锚作用下的作用机理、荷载传递进行分析，使用剪切位移—传递函数法进行荷载传递位移计算。
The paper analyzes mechanism of action and load transfer under group anchor, calculates load transfer-displacement by shearing displacement-transfer function method.
根据挤扩支盘桩的实际工作性状，设计了一个室内模型试验装置来研究支盘桩在不同土层中的荷载传递规律。
According to the actual work situation of the piles with branch plates, a model test equipment is designed to research load transfer mechanism of the piles with branch plates in different soil layers.
根据挤扩支盘桩的实际工作性状，设计了一个室内模型试验装置来研究支盘桩在不同土层中的荷载传递规律。
According to the actual work situation of the piles with branch plates, a model test equipment is designed to research load transfer mechanism of the piles with branch plates in different soil layers.
应用推荐