EGU22-6743
https://doi.org/10.5194/egusphere-egu22-6743
EGU General Assembly 2022
© Author(s) 2022. This work is distributed under
the Creative Commons Attribution 4.0 License.

Effects of vegetation root on hydro-mechanical properties of debris flow source

Mingyue Qin1,3, Jian Guo4, Yao Jiang1,2,3, and Guotao Zhang5
Mingyue Qin et al.
  • 1Institute of Mountain Hazards and Environment, Institute of Mountain Hazards and Environment, China
  • 2China-Pakistan Joint Research Center on Earth Sciences, CAS-HEC, Islamabad 45320, Pakistan
  • 3University of Chinese Academy of Sciences, Beijing 100049, China
  • 4Department of Geological Engineering, Chang’an University, Xi’an 710064, China
  • 5Key Laboratory of Land Surface Pattern and Simulation, Institute of Geographic Sciences and Natural Resources Research, Chinese Academy of Sciences (CAS), Beijing 100101, China

    In recent years, shallow landslides and debris flow usually have occurred successively in areas with good vegetation coverage, causing casualties and economic losses. After the occurrence of shallow landslides, the failure mass accumulated in the channel, providing the material source for debris flow. And the quantity of the failure mass determines the scale of debris flow. Therefore, it is an important basis for debris flow disaster management in vegetated mountainous areas to deeply understand the influence of vegetation on the hydro-mechanical properties of debris flow sources. This study takes the shallow landslides that occurred in Mengdong village, China in 2018 as the objects, analysis the changes in soil hydro-mechanical properties influenced by tree roots through field investigation and laboratory tests, and discusses the failure mechanism of the shallow landslides. The field investigation results indicate that the vertical root distribution can be expressed as an exponentially decayed polynomial model, that is, with the increase of depth, the distribution of tree roots increased first and then decreased. Furthermore, the maximum root area density is 0.266 mm2/cm2 at 20-40cm depth, and 80% of the roots are distributed in the soil above the slip surface. Laboratory test results show that the root-soil density above the slip surface was lower which was 1.04 g cm-3, and the maximum porosity of the root-soil is 61.23%. In addition, the saturated permeability of the root-soil above the slip surface is 10-17 times that of the soil below. The shear strength of the root-soil above the slip surface is lower than that below it under saturated conditions. The difference in root distribution and the resulting changes in the hydro-mechanical properties of soil may increase the risk of slope failure and the probability of debris flow after heavy rainfall. This research could be used as a reference for debris flow source analysis and hazard management.

Keywords: Root-soil system; Landslide-induced debris flow; Geohazard chain; Hydro-mechanical properties

How to cite: Qin, M., Guo, J., Jiang, Y., and Zhang, G.: Effects of vegetation root on hydro-mechanical properties of debris flow source, EGU General Assembly 2022, Vienna, Austria, 23–27 May 2022, EGU22-6743, https://doi.org/10.5194/egusphere-egu22-6743, 2022.

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