中文摘要：

计算理论和在冷区域的堤工程的热力学的稳定性的分析方法系统地被总结。拿控制霜的设计理论和方法胀起并且在季节的冻结的土壤区域融化解决不能在永久冻土区域适用。路基的活跃冷却技术应该被利用限制设计活动的气候变化和人引起的效果。纸主要讨论了计算理论和四种堤结构的分析方法，即，压碎岩石堤，通气管的堤， thermosyphon 堤，和合成的堤。一个科学基础能在冷区域被为堤构造的理论，设计，和申请提供，这被期望。

英文摘要：

The calculation theories and analysis methods of thermodynamic stability of embankment engineering in cold regions are systematically summarized. The engineering theories and methods taken to control frost heave and thaw settlement in seasonal frozen soil regions may not be applicable in permafrost regions. The active cooling technology of roadbed should be utilized to limit the effects caused by both climate changes and human engineering activities. The paper mainly discussed the calculation theories and analysis rnethods of four kinds of embankment structures, i.e., the crushed-rock embankment, ductventi- lated embankment, thermosyphon embankment, and composite embankment. It is expected that a scientific basis could be provided for the theory, design, and application of embankment constructions in cold regions.