摘要
汉洪高速公路K14＋230．8～K14＋380为软土路基段，采用“薄层轮加法”施工。根据该路段软土地基路基失稳滑移的实例，分析引起路基滑移的原因，探讨失稳路基处理的方法。
Hanhong expressway K14＋230.8-K14＋380 is the section of soft soil foundation, thin-layer rotary adding method is used in the construction. According to the slippage example of foundation in the section, the cause is analyzed and the ideas to settle the slippage is also discussed.
出处
《土工基础》
2008年第4期40-41,79,共3页
Soil Engineering and Foundation
关键词
高速公路
软土地基
失稳滑移
分析
expressway, soft soil foundation, slippage, analysis
