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土工格网处治填挖交界路基非均匀沉降的现场检测研究
Study on Treatment of Uneven Settlement by Geo-grid in Subgrade Boundary Area
【摘要】 在纵横向填挖交界路基处会出现非均匀沉降现象 ,过大的非均匀沉降将引起路面结构的破坏。本文通过现场沉降观测、FWD弯沉检测证明 ,层铺土工格网可以有效地提高填土抵抗变形能力、改善路基沉降的非均匀性 ,不失为一种能有效地解决填挖交界路基非均匀沉降的方法
【Abstract】 It is usual that uneven settlement of subgrade occurs in the boundary area of cutting and filling,which may result in pavement structural damage This paper presents a stratified reinforcement treatment by using geo?grid to improve settlement resistant capability of the filling area,with field test experiment and measurement by FWD The treatment is proved effective in controlling uneven settlement of subgrade in the boundary area of cutting and filling
【关键词】 填挖交界;
非均匀沉降;
土工格网;
FWD;
【Key words】 Boundary of cutting and filling; Uneven settlement; Geo?grid; FWD;
【Key words】 Boundary of cutting and filling; Uneven settlement; Geo?grid; FWD;
- 【文献出处】 公路交通科技 ,Journal of Highway and Transportation Research and Development , 编辑部邮箱 ,2003年02期
- 【分类号】U416.1
- 【被引频次】7
- 【下载频次】173