加筋土支挡结构的稳定性验算

本文根据加筋土的工作机理，分析了加筋土高支挡的验算方法，提出了适合于合成材料、粘性土加筋挡墙内、外部稳定分析的方法，并在参数取值上考虑了分项修正系数。此外，优化技术成功地应用于加筋挡墙整体滑动的稳定分析。本文对从事这一领域的工作人员，以及今后规范的修订具有参考价值。

Stability Cheaking Computations of Reinforced Retaining Structure

The cheaking computations on the basis of the behavioural mechanisms of rein forced earth wall are presented in this paper. The approach of the internal and external stability cheaking computations and aspects of partial factors for the design of geosynthetic reinforced wall filled with cohesion soil are described emphatically. Application of optindzation technique to the slope stability analysis has sucessed in this paper furthermore. This paper is directly towards researchers and practitioners, and gives guidance for future research and development of codes for reinforced soil wall.