摘要
文章详细介绍了预应力锚杆格梁加固不良地质地段路堑高边坡施工技术在龙丽高速公路松阳段(K90+640-+840)段的具体应用情况,阐述了预应力锚杆格梁加固路堑高边坡的施工控制要点。
In this paper,the author introduced the concrete application of situation of construction technique of strengthening ill geologic section with prestress anchor pile grid beam in Longli expressway Songyang section,and described the construction control point of strengthening road chasm high side slope with prestressed achor pile grid beam.
出处
《企业技术开发》
2007年第3期38-40,共3页
Technological Development of Enterprise
关键词
预应力锚杆格梁
加固
路堑边坡
prestressed achor pile grid beam
strengthening
road chasm side slope