摘要
介绍了吉林长晖公路K115＋530～K116＋176处高边坡的不良地质情况及对该高边坡采取的加固措施，重点介绍了新型压力分散型预应力锚索加固高边坡的机理、施工工艺及锚索测试试验技术，可供同行们在处理同类型问题时参考。
The paper briefly narrates poor geological conditions at K115 ＋ 530 - K116 ＋ 176 Section on Jilinchanghui highway,introduces reinforcing measures for present slope,lays stress on the mechanism of slope reinforcing by prestressed anchor rope of new type with pressure dispersion ,the construction technology as well as the anchor rope testing.
出处
《北方交通》
2008年第4期150-153,共4页
Northern Communications
关键词
边坡加固
压力分散型预应力锚索
施工工艺
Slope reinforcing
Prestressed anchor rope with pressure dispersing
Construction technology
