土工布加筋土挡墙在超软地基上的应用

Soil texture and reinforced soil wall on the soft foundation

通过方案比较 ,与分析历时一年加筋土挡墙的地基沉降、侧移、孔隙水压力及墙背、墙底土压力的实测资料 ,证明加筋土挡墙 ,较经济技术上具有明显优势 。

On the basis of schedule comparison and analysis lasted for a year of practical measured material on earth subsidence,side shifting,pressure of pore water and pressure of side wall and ground wall,the anthor is to proue that reinforced soil wall has appareat advantage in economical skill and point out this soil wall's coeffilient of safety is the smallest during construction.