By elastic foundation coefficient method, this paper calculated lateral stress that elastic pile ACTS on surrounding rock soil.
用弹性地基系数法，计算了弹性桩作用于桩侧岩土体的应力。
But generally speaking, the method of the calculation for the anchor pile design is the combination of elastic foundation coefficient and single parameter.
但是对于锚索桩的设计计算大都采用的是弹性地基系数和单参数相结合的方法。
Some problems are pointed out when traditional foundation coefficient method is applied to the calculation of internal forces of stabilizing piles in rock masses.
指出抗滑桩内力计算的传统方法之地基系数法应用于岩体抗滑桩时，存在的一些问题。
For example foundation coefficient method simplifies complicated factors such as interaction between soil and pile as pure foundation coefficient through winkler assumption.
如地基系数法把土体对桩的作用等复杂因素，通过文克尔假定简化成单纯的地基系数作用于桩上。
The example of numerical results is given and the influence law of reinforced ratio, reinforced position and foundation coefficient on the deformation, internal forces and stress are discussed.
给出了算例结果，探讨了配筋率、配筋位置、地基模量等参数对路面变形、内力及应力的影响规律。
The example of numerical results is given and the influence law of reinforced ratio, reinforced position and foundation coefficient on the deformation, internal forces and stress are discussed.
给出了算例结果，探讨了配筋率、配筋位置、地基模量等参数对路面变形、内力及应力的影响规律。
应用推荐