浅谈采用短木桩加土工网碎石垫层处理挡墙软基  

About Treating Soft Soil Base of Retaining Wall with Complex Foundation Consisted of Short Stakes and Geonet & Gravel Underlayer

作　　者：袁永强[1] 

机构地区：[1]南昌有色冶金设计研究院,南昌330002

出　　处：《有色冶金设计与研究》2003年第3期39-42,共4页Nonferrous Metals Engineering & Research

摘　　要：结合工程实例,对采用传统的短木桩加新兴的土工合成材料——土工网及碎石垫层构成复合基础:处理河岸挡墙软基进行探讨,该方法在软土层厚度不超过4.0m的条件下,技术可靠,施工简单,工期短,造价低。This paper demonstrates the process of treating the soft soil base of retaining wall of riverbank by the complex foundation consisted of traditional short stakes and update geosynthetic material of geonet and gravel underlayer. The process is reliable in technology, simple in construction, short in construction period and low in cost, as it's applicable to the soft soil with depth lower than 4.0m.

关 键 词：软土地基 短木桩 土工网 复合基础 碎石垫层 挡墙 

分 类 号：TU472[建筑科学—结构工程] TU476.4[建筑科学—土工工程]