摘要
针对软土地基上填埋场围堤工程特点,诠释了利用土工格栅加筋软基围堤可能出现的破坏形式,据此阐述了软基围堤加筋设计方法,并将该法应用于某垃圾填埋场围堤挡坝设计,进一步优化了围堤断面,节约了围堤占地,有效增加了填埋库容,工程效益显著。
Aiming at characteristics of embankment engineering built on soft soil foundation in landfill sites, potential breakage types of embankment reinforced by geogrids were explained, and corresponding design method of the reinforcement was presented. Through the application of geogrids in an embankment dam, the cross section of embankment was optimized. The area of embankment was decreased and landfill capacity was increased. Thus, the project benefit was increased.
出处
《环境卫生工程》
2008年第6期26-27,30,共3页
Environmental Sanitation Engineering
关键词
垃圾填埋场
软土地基
围堤道路
加筋
waste landfill site
soft soil foundation
embankment road
reinforcement
