摘要
某公路K7+580～K7+700段滑坡为中层中型牵引式滑坡.如不及时治理,滑坡一旦失稳将直接危害公路,严重影响公路的后期运营和行车安全.在对滑坡特征和成因的分析后,进行了稳定性分析和计算,并采用抗滑桩和截水相结合的处治措施.
The landslide in K7 ＋ 580 ~ K7 ＋ 700 section of a highway is a middle-level and middle-sized tractive landslide. Not promptly managed, the landslide becomes unstable which will directly harm the road, and seriously threaten the safety of people＇ s life and property as well as the later operation and safety of the road. After the analysis of the characteristics and causes of the landslide, the stability analysis and calculation are carried out. Both anti-slide piles and interception are both adopted to control the landslide.
作者
吴思思
WU Sisi(Sichuan Communication Surveying ＆ Design Institute,Chengdu 610017,China)
出处
《成都大学学报（自然科学版）》
2018年第3期336-338,共3页
Journal of Chengdu University（Natural Science Edition）
关键词
滑坡
稳定性分析
抗滑桩
landslide
stability analysis
anti-slide pile
