摘要
某办公楼场地北面垂直开挖的土质边坡高5.0-13.5m,需做永久性支护,通过现场勘察、室内试验的信息采集、稳定性分析及支护方案的比较认为,锚杆挡墙是该边坡最合理和经济的支护方案,已被建设方和质检部门采用和实施。
The north vertical cut slope in an office building field (height:13.5m) must be supported permanently.Based on the stability analysis of the slope,field investigation,lab tests and the comparisons among several support schemes,it was tested that anchor retaining wall is the most reasonable and economical support scheme.Now it is adopted by the construction department,and applied.
出处
《贵州工业大学学报（自然科学版）》
CAS
2004年第4期84-87,共4页
Journal of Guizhou University of Technology(Natural Science Edition)
关键词
土质边坡
稳定性分析
支护设计
锚杆挡墙
clay slope
stability analysis
support design
anchor retaining wall
