摘要
向家坡滑坡属大型复杂滑坡,自1998年至2003年间历经多次整治,均未达到预期效果。2004年滑坡发生变形后,再次进行勘察设计和工程整治。文中通过对滑坡的结构和地下水作用进行分析、研究,剖析了这一大型复杂滑坡的坡体结构,并提出了治理工程措施,取得了成功。
Xiajiangpo Landslide belongs to large-scale complex landslide.It has been treated for several times during 1998 to 2003,but the result is not to the satisfaction.After deformation in 2004,survey design and engineering treatment were carried out again.Through analysis and study on landslide structure and underground water effect,this paper analyzes the slope structure of this large-scale complex landslide and puts forward engineering measures for treatment,which has achieved success.
出处
《路基工程》
2010年第4期262-264,共3页
Subgrade Engineering
关键词
大型复杂滑坡
变形
动态治理
结构剖析
large-scale complex landslide
deformation
dynamic treatment
structural analysis