土工网在处理吹填粉细砂软基中的应用

Application of Geotextile to Treating of Hydraulic Fill of Fine Silt

本文着重研究Ｎｅｔｌｏｎ土工网处理大面积吹填粉细砂土时的地基承载能力、变形特性、密实度变化情况，并将其与强夯后的地基承载能力进行比较，认为用Ｎｅｔｌｏｎ土工网结构处理吹填粉细砂软基是可行的，并对Ｎｅｔｌｏｎ土工网结构处理吹填粉细砂软基的设计理论进行了初步探讨。

The bearing capacity, deformation characteristics and compactness of the hydraulic fill of fine silt treatedby Netlon geotextile are studied and compared with those treated by dynamic cons',lidation. The application ofNetlon geotextile to treating of soft foundation is considered feasible, and its preliminary design theory is discussed.