为了解超软地基上加筋土挡墙的实际性状，通过历时1a的观测，取得了地基沉降、侧移、孔隙水压力、墙底及墙背土压力等实测资料。分析发现：此类挡墙的最不利状况发生在施工期；加筋土体具有良好的应力扩散作用，能均衡差异沉降和减少总沉降；实测资料表明该挡墙有较大安全储备，可进一步优化设计。最后就加筋挡墙的设计方法作了一定的讨论。

To understand the properties of a reinforced retaining wall on super-soft soil foundation, the data of related parameters ,such as settlement, deflection, pore water pressure and soil pressure, were observed for about one year. The results indicate that: the most dangerous status of this type happens during construction; the reinforced soil can fairly disperse the foundation pressure, balance unequal settlement and reduce total settlement; the wall has fair safety factor and can be further optimized. The design method about reinforced retaining wall is also discussed in the thesis. 