For a reinforced embankment project in water attaining surface,using the limit equilibrium method,slope stability of water attaining surface during the construction and operation period is explored on soft foundation treatment before and after,the results show that the stability of the section meet the regulatory requirements,soft foundation treatment reinforcement method is feasible.%针对某迎水面剖面加固堤防工程,采用极限平衡法,分析了软基处理前后临水坡在施工期及运行期的稳定性,结果表明该断面稳定性满足规范要求,软基处理加固方法可行。
展开▼
