EGU25-9926, updated on 15 Mar 2025
https://doi.org/10.5194/egusphere-egu25-9926
EGU General Assembly 2025
© Author(s) 2025. This work is distributed under
the Creative Commons Attribution 4.0 License.
Poster | Monday, 28 Apr, 14:00–15:45 (CEST), Display time Monday, 28 Apr, 08:30–18:00
 
vPoster spot 3, vP3.4
High-Resolution 3D MPM Simulation of the 2011 Akatani Landslide
Zenan Huo1, Xiong Tang1,2, Michel Jaboyedoff1, Yury Podladchikov1, and Masahiro Chigira3
Zenan Huo et al.
  • 1Institute of Earth Sciences, University of Lausanne, 1015 Lausanne, Switzerland
  • 2Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, 610041 Chengdu, China
  • 3Fukada Geological Institute, 113-0021 Tokyo, Japan

The Akatani landslide, located on the Kii Peninsula of Japan, is a catastrophic deep-seated landslide triggered by intense rainfall during Typhoon Talas in 2011. The landslide mass travels a considerable distance, forming a landslide dam at the slope foot. Its instability is primarily attributed to the rapid reduction of shear strength in sandstone–mudstone (shale) materials and elevated pore water pressure. In this study, a fully three-dimensional physical model based on the Material Point Method (MPM) is applied for the first time to investigate the Akatani landslide. By employing the high-performance solver MaterialPointSolver.jl, an advanced numerical simulation is conducted, integrating geotechnical parameters from ring shear tests, pore pressure characteristics, and field-based geological and topographical data. The proposed model effectively replicates the rainfall-triggered reactivation of the landslide along pre-existing sliding surfaces identified through the Sloping Local Base Level (SLBL) [1, 2]. It captures the failure process, from initial instability to rapid downslope movement and channel blockage, under a coupled solid–fluid framework. Comparisons with field observations and previous LS-Rapid simulations demonstrate the high accuracy and applicability of this modeling approach. These findings provide essential insights for understanding the dynamic mechanisms of deep-seated rainfall-induced landslides, evaluating secondary disaster risks, and developing effective disaster mitigation strategies.

References

[1]. Chigira, M., Tsou, C. Y., Matsushi, Y., Hiraishi, N., & Matsuzawa, M. (2013). Topographic precursors and geological structures of deep-seated catastrophic landslides caused by Typhoon Talas. Geomorphology, 201, 479-493.

[2]. Jaboyedoff, M., Chigira, M., Arai, N., Derron, M. H., Rudaz, B., & Tsou, C. Y. (2019). Testing a failure surface prediction and deposit reconstruction method for a landslide cluster that occurred during Typhoon Talas (Japan). Earth Surface Dynamics, 7(2), 439-458.

How to cite: Huo, Z., Tang, X., Jaboyedoff, M., Podladchikov, Y., and Chigira, M.: High-Resolution 3D MPM Simulation of the 2011 Akatani Landslide, EGU General Assembly 2025, Vienna, Austria, 27 Apr–2 May 2025, EGU25-9926, https://doi.org/10.5194/egusphere-egu25-9926, 2025.