By elastic foundationcoefficient 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。
2
But generally speaking, the method of the calculation for the anchor pile design is the combination of elastic foundationcoefficient 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。
3
Some problems are pointed out when traditional foundationcoefficient method is applied to the calculation of internal forces of stabilizing piles in rock masses.