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通过力学分析 ,导出了渗水性土路基稳定性设计的新方法——公式法 ,该类土的路基边坡坡度的取值可直接由解析公式确定。在与现行规范法对比的基础上 ,阐明了公式法的实用价值。
Through mechanics analysis, a new method of formula design for stability of seepage soil subgrade is derived. The value of subgrade slope slope can be directly determined by analytic formula. On the basis of comparison with the current normative law, the practical value of formula law is expounded.