本文利用剪切位移法分析计算软质基岩上的嵌岩桩沉降变形。
The refined load-transfer method was used to analyze the settlement of socketed pile on soft rock foundation.
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.
本文应用流变学有限元法，建立了韧性剪切带内的温度、应力、应变和位移之间的关系。
The relations between temperature, stress, strain and displacement on ductile shear zone are established by using theory of rheology and finite element method.
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.
剪切位移传递法的主要特点是将桩侧摩阻力与端阻力分开考虑，通过位移协调将二者再联系起来。
Shear displacement transfer characterised via separate analysis of side friction and tip resistance, and then associating them through displacement coordination.
剪切位移传递法的主要特点是将桩侧摩阻力与端阻力分开考虑，通过位移协调将二者再联系起来。
Shear displacement transfer characterised via separate analysis of side friction and tip resistance, and then associating them through displacement coordination.
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