EGU22-10918
https://doi.org/10.5194/egusphere-egu22-10918
EGU General Assembly 2022
© Author(s) 2022. This work is distributed under
the Creative Commons Attribution 4.0 License.

Integration of the Terrain Characteristics and Data of Gaging Station for Mimicking the Plausible Surface of Slope Failures.

Hock-Kiet Wong, Chih-Ling Wang, Ching-Yuan Ma, and Yih-Chin Tai
Hock-Kiet Wong et al.
  • National Cheng Kung University, College of Engineering, Department of Hydraulic and Ocean Engineering, Taiwan (n88085010@gs.ncku.edu.tw)

An Idealized curve surface (ICS) with two constant curvatures was proposed in Tai et al. (2020) for mimicking the plausible landslide failure surface in numerical simulation.  For ease of illustrating the ICS, Ko et al. (2021) suggested the concept of a reference ellipse for constructing the associated ICS, i.e. the ellipse-ICS method. Hence, with respect to a landslide-prone area, the most appropriate ICS can be figured out by translating, rotating and side-tilting the reference ellipse.

In the present study, the criteria for the searching the most appropriate ICS consist of the terrain characteristics (cracks, scarps, erosion gullies) and the data of the gauging station (inclinometer and groundwater indicators), where the terrain characteristics indicate the plausible boundary of the failure area, the records of inclinometer help to identify the (local) depth of sliding surface. Since the inclinometer and groundwater indicators provide the local data only, the proposed ellipse-ICS method is employed as an efficient tool to construct the plausible ICS and to investigate the impacts of the groundwater distribution on the slope stability.

The ellipse-ICS method is therefore applied to two potential large-scale landslide areas in Taiwan, i.e., the T003 at Yanping Township in eastern Taiwan and the T002 at Fuxing District in northern Taiwan. The ICSs are identified with respect to the failure depths measured by inclinometer, where the safety factors are estimated. Together with the numerical approach given in Tai et al. (2019), the subsequent flow paths of post-failure can be estimated and may serve as useful information for hazard assessment.

 

Keywords:

ellipse-ICS, inclinometer, groundwater level, safety factors, flow paths

 

References

  • Tai, Y. C., Heß, J., & Wang, Y. (2019). Modeling Two‐Phase Debris Flows with Grain‐Fluid Separation over Rugged Topography: Application to the 2009 Hsiaolin Event, Taiwan. Journal of Geophysical Research: Earth Surface124(2), 305-333.
  • Tai, Y. C., Ko, C. J., Li, K. D., Wu, Y. C., Kuo, C. Y., Chen, R. F., & Lin, C. W. (2020). An idealized landslide failure surface and its impacts on the traveling paths. Frontiers in Earth Science8, 313.
  • Ko, C. J., Wang, C. L., Wong, H. K., Lai, W. C., Kuo, C. Y. & Tai, Y. C. (2021). Landslide Scarp Assessments by Means of an Ellipse-Referenced Idealized Curved Surface. Frontiers in Earth Science, 9,862.

How to cite: Wong, H.-K., Wang, C.-L., Ma, C.-Y., and Tai, Y.-C.: Integration of the Terrain Characteristics and Data of Gaging Station for Mimicking the Plausible Surface of Slope Failures., EGU General Assembly 2022, Vienna, Austria, 23–27 May 2022, EGU22-10918, https://doi.org/10.5194/egusphere-egu22-10918, 2022.