摘要
提出两种治理方案:Ⅰ.坡面整理+锚杆框格梁+挡土墙+六角空心砖植草护坡+排水方案;Ⅱ.坡面整理+抗滑桩板墙+拱型截水骨架内植草护坡+排水方案。经比较确定前者为最终实施方案。滑坡灾害得到很好控制。
We have put forward 2 control schemes as follows.1.slope-rectification＋anchored bar framework beam＋retaining wall＋hexagonal hollow brick grass-planting slope-protection＋water drainage scheme;2.slope-rectification＋anti-skid pile board wall＋grass-planting slope-protection in arch water-resisting framework＋water drainage scheme.According to the comparison between them,we have determined the former to be the final executive scheme.The landslip disaster has been controlled effectively.
出处
《云南地质》
2013年第1期88-91,共4页
Yunnan Geology
关键词
牵引式滑坡治理
花岗岩风化土
稳定性计算
方案选择
云南腾冲打云村
Control of Dragging Landslip
Weathering Soil of Granite
Stability Calculation
Scheme Selection
Dayuncun
Tengchong
Yunnan
