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阐述了崩滑体特征及地质环境条件,对崩滑体变形情况及稳定性进行了分析,分析表明崩滑体处于临界状态。稳定性分析认为锁固段支撑了1#强变形区,崩滑体暂未形成贯通的破坏面,崩滑体未出现整体破坏,但崩滑体处于不稳定状态。在保证连霍高速及周边安全的前提下,设计了快速消危措施,通过对锁固段爆破,起动崩滑体,消除了崩滑体的影响。
The features of the landslide body and the geological and environmental conditions are expounded. The deformation and stability of the landslide body are analyzed. The results show that the landslide body is in the critical state. The stability analysis shows that the 1 # strong deformation zone is supported by the locking section, the collapse surface of the landslide body has not been formed yet, and the overall failure of the landslide body has not occurred, but the landslide body is in an unstable state. On the premise of ensuring the safety of Huohuo high speed and the surrounding area, the rapid elimination of dangerous measures was designed. By the demolition of the locked section, the collapse-sliding body was started and the influence of landslide was eliminated.