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。
Based on elastic methods and the layer-wise summation method, a program developed for settlement calculation of pile ground and combined composite foundation.
基于弹性理论方法，结合分层总和法，编制了群桩沉降计算程序，并掘此对普通群桩和组合桩群桩性状和沉降计算进行研究。
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