该方法最终将抗滑桩设计归结为一个特殊的优化数值模型，并应用非数值并行算法中的模拟退火算法求解，结果显示本文方法与工程实践相吻合。
It summarizes the design of stabilizing piles into an optimized numerical model; the results obtained by using the simulated annealing algorithm to solve the model agree with the practical experience.
文章未概括非数值计算的并行算法的全部领域，但却涉及了本课题的主要研究方面。
It may not cover all the research areas of the nonnumerical computations. However, the main research aspects of this subject have been introduced.
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