摘要
通过研究土工格室如何对软土路堤进行加筋,并且应用ANSYS有限元软件来数值模拟土工格室增强土体的强度。通过添加土工格室前后情况对比,改变土工格室的添加层数进行分析,研究了铺设土工格室对软土路堤的沉降影响以及最优的铺设层数。结果表明,添加土工格室能限制路堤的沉降,使土体稳定性整体提高。
This paper mainly research how to improve the stability of embankment. And use the ANSYS numerical simulated the geocell how to inhenee the intensity of the soft soil. Through comparing the unreinforeed embankment with the reinforced one,and the geocell layers. The displacement effect of the soft soil embankment reinforced with geotcells is studied, and the best layers. It is shown that the geoeells can reduce the displacement and improve the stability of the soil ;
出处
《福建建材》
2011年第7期1-2,29,共3页
Fujian Building Materials
