摘要
在对龙丽高速公路官家滑坡进行深入地质勘察基础上,揭示了官家滑坡的变形破坏特征和变形破坏机理,提出采用排水与加固相结合的治理措施,取得了良好的治理效果,经过近一年的监测结果显示该滑坡已处于稳定状态。
Based on the deep investigation, the characteristic and mechanism of deformation Guanjia landslide has been exposed. Treated with drainage system and other reinforcement the significant treatment effects have been obtained. The monitoring results of nearly 1 year failure for measure, also show that the landslide has been stable.
出处
《交通科技》
2008年第3期47-50,共4页
Transportation Science & Technology
关键词
滑坡
变形破坏
排水洞
抗滑桩
landslide
deformation
drainage tunnel
anti-slide pile
