世界地质（英文版）
世界地質（英文版）
세계지질（영문판）
GLOBAL GEOLOGY
2009年
4期
215-220
,共6页
highway slope%stability%blind drain ditch%slope protection
The authors analyzed the engineering geological characteristics of the slope of the study area (K75+840-K76+340). Two typical cross-sections have been chosen to analyze the failure modes after the excavation of the highway. Different types of the failure modes have been calculated and analyzed. The results show that some dealing methods have been advised to ensure the stability of the slopes.
