摘要
针对京珠高速公路粤境北段软质岩路堑高边坡工程地质和水文地质条件 ,提出了锚固桩、预应力锚索桩、桩板墙、挡土墙及预应力锚索地梁等加固方案 ,以及结合加固工程的边坡植被护坡技术。为保证合理组合的加固防护措施得到顺利实施 ,给出了分层稳定。
According to the analysis of the high-cut slope of soft rock where is easy to have problems in the Xiaotang-Gantang section of Beijing-Zhuhai Expressway, a reasonable engineering technology of strengthening and protecting the high-cut with soft rock is suggested. The strengthening engineering includes unti-slide piles, prestressed anchoring piles, pile-sheet retaining wall, gravity retaining wall, and the stone retaining wall and the vegetated slope. The construction method of strengthening the slope cut in steps is introduced.
出处
《公路》
北大核心
2003年第12期76-80,共5页
Highway
