摘要
Ｋ２５０段边坡变形的原因是老滑坡的影响，降雨诱发，削坡不当及抗滑桩桩长不足，桩位欠合理等。可采用削坡、排水和再加抗滑桩对该边坡进一步加固。
The slope deformation cause of K250 section slope is an effect of old landslide, rainfall-inducing and unsuitable cutting slope and inadequate length of anti-slide pile and unsuitable position of anti-slide pile ect It can be used for the meansure of cutting slope and drainage and anti-slope pile to protection the slope
出处
《桂林工学院学报》
1997年第2期115-118,共4页
Journal of Guilin University of Technology
关键词
边坡变形
抗滑桩
公路
加固措施
slope deformation
anti-slipe pile
cutting slope
highway
Guilin
Liuzhou
