摘要
讨论了在软土地基上填筑高路堤时应用土工合成材料处理的作用原理 ,通过有限元结合圆弧法理论对铺设土工材料后的路堤进行稳定分析 ,比较了是否铺设土工材料时地基的变形情况 ,介绍了铺设土工材料的施工技术 ,并通过工程实践 。
The action principle of using geosynthetics to treat soft roadbed is discussed. Through the stability analysis using finite element combined arc method for roadbed filled by the geosynthetics the deforming situations are compared for whether this material is used. At last the construction technology of paving the geosynthetics is introduced and the application feasibility is verified by engineering example.
出处
《山西建筑》
2002年第4期141-142,共2页
Shanxi Architecture
