ALGORITHM FOR CALCULATING THE BASE OF RAILWAY LEAF FILLING TAKING INTO ACCOUNT THE PLASTICITY OF THE SOIL

Z. D. Kalpenova, S.H. Dostanova
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Abstract

The article discusses an algorithm for calculating the foundation of a railroad bed embankment, taking into account the plastic properties of the soil. The approximation method is used. In the first approximation, an elastic solution is considered; further iterations on the load use variable stiffness moduli. To determine them, the equations of state obtained analytically or experimentally are used.
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考虑土壤塑性的铁路叶片填筑地基计算算法
本文讨论了考虑土壤塑性特性的铁路路基基础计算算法。采用近似法。在第一种近似中,考虑弹性解;负载的进一步迭代使用可变刚度模量。为了确定它们,可以使用解析或实验得到的状态方程。
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