Revival Mechanism and Prevention Measures of Composite Landslides: A Case Study of the Wenma Expressway Composite Landslide

• Published in: Applied sciences 2023-02, Vol.13 (4), p.2449
• Main Authors: Bao, Xun, Cui, Deshan, Peng, Jiale, Liao, Mingke, Zhang, Guangcheng
• Format: Article
• Language: English
• Subjects: Analysis; Boreholes; Case studies; China; composite landslide; Deformation; deformation zoning characteristics; Drainage; Fault lines; Field investigations; Geology; Groundwater; Groundwater levels; Interlayers; Landslides; Landslides & mudslides; Permeability; Prevention; Rain; reactivation landslide; Stability; Tunnels; water level; Water levels; Water, Underground
• ISSN: 2076-3417; 2076-3417
• DOI: 10.3390/app13042449

The resurrection of landslides often occurs in complex strata, where there are often multiple water-resisting zones and weak interlayers. The groundwater level has a significant influence on landslide stability and can lead to the formation of composite landslides and increase the probability of landslide resurrection. In a field investigation of the K39 +400 composite landslide of Wenma Expressway, the deformation characteristics of the landslide surface were obtained by analyzing 34 cracks on the landslide surface. The deep deformation characteristics of the landslide were analyzed by studying the deformation data obtained from deep borehole monitoring. The deformation zone characteristics of landslides were assessed by integrating surface and deep deformation data in the landslide area. The resurrections of shallow landslides in Area I and deep landslides in Area III were due mainly to the long-term high underground water level in the landslide. The stability of the landslide was calculated under various depths of drainage tunnel, and the results showed that the slope was in critical condition when the depth of the drainage tunnel was 15 m; the slope was basically stable when the depth of the drainage tunnel was 20 m and 25 m. When the depth of the drainage tunnel reached more than 30 m, the slope was in a stable state. Groundwater level was found to be the main factor affecting landslide deformation. This case study shows the importance of zoning the deformation characteristics of composite landslides, and the important influence of the groundwater level on landslide resurrection.