加筋土结构外部稳定设计分项系数的计算

Studying on the structural design partial coefficients of the outer stability of reinforced earth structures

按结构设计分项系数的确定方法,优化计算出加筋土结构外部稳定的作用和抗力设计分项系数,并将其应用于实际工程验算,其结果表明是合理的,可为加筋土结构基于概率极限状态设计方法的规范修订提供一定的依据和参考.

According to the determining methods of the structural design partial coefficients, the optimum action and resistance partial coefficients are obtained about the outer stability of reinforced earth structures, and results show reasonable by engineering examples checking. The results give a reference to the new code in reinforced earth structure design based on probability limit state.