Articles | Volume 16, issue 8
https://doi.org/10.5194/nhess-16-1719-2016
© Author(s) 2016. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
https://doi.org/10.5194/nhess-16-1719-2016
© Author(s) 2016. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
Research article
| 
01 Aug 2016
Research article |
| 01 Aug 2016
Partial reactivation of a huge deep-seated ancient rock slide: recognition, formation mechanism, and stability
Minggao Tang
State Key Laboratory of Geohazard Prevention and Geoenvironment Protection (Chengdu University of Technology), Chengdu, 610059, China
College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu, 610059, China
Qiang Xu
CORRESPONDING AUTHOR
State Key Laboratory of Geohazard Prevention and Geoenvironment Protection (Chengdu University of Technology), Chengdu, 610059, China
Yusheng Li
College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu, 610059, China
Runqiu Huang
State Key Laboratory of Geohazard Prevention and Geoenvironment Protection (Chengdu University of Technology), Chengdu, 610059, China
Niek Rengers
State Key Laboratory of Geohazard Prevention and Geoenvironment Protection (Chengdu University of Technology), Chengdu, 610059, China
formerly at Faculty of Geo-Information Science and Earth Observation, University of Twente, 7500 AE Enschede, the Netherlands
retired
Xing Zhu
State Key Laboratory of Geohazard Prevention and Geoenvironment Protection (Chengdu University of Technology), Chengdu, 610059, China
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Cited
11 citations as recorded by crossref.
- Centrifuge Modeling and the Analysis of Ancient Landslides Subjected to Reservoir Water Level Fluctuation S. Li et al. 10.3390/su12052092
- Geomorphological, hydrogeological and geotechnical characteristics of the El Kherba large, deep-seated landslide induced by the August 7th, 2020 (Mw 4.9) earthquake in the city of Mila, northeast Algeria H. Bourenane & N. Mezouar 10.1007/s10064-024-03781-z
- Shear Resistance Variations in Experimentally Sheared Mudstone Granules: A Possible Shear‐Thinning and Thixotropic Mechanism W. Hu et al. 10.1002/2017GL075261
- Establishing regimes of landslide activity – Analysis of landslide triggers over the previous seven decades (Western Carpathians, Poland) M. Wistuba et al. 10.1016/j.catena.2020.104888
- Suction and rate-dependent behaviour of a shear-zone soil from a landslide in a gently-inclined mudstone-sandstone sequence in the Sichuan basin, China W. Hu et al. 10.1016/j.enggeo.2018.02.005
- Evolution of the strain localization and shear-zone internal structure in the granular material: Insights from ring-shear experiments W. Hu et al. 10.1016/j.enggeo.2023.107283
- Characterizing the spatial distribution and fundamental controls of landslides in the three gorges reservoir area, China S. Li et al. 10.1007/s10064-018-1404-5
- Experimental investigation on fluid-induced slip behavior of fault filled with fault gouge Y. Kang et al. 10.1016/j.jrmge.2024.02.022
- Activity law and hydraulics mechanism of landslides with different sliding surface and permeability in the Three Gorges Reservoir Area, China M. Tang et al. 10.1016/j.enggeo.2019.105212
- Deformation and stability analysis of the ancient Da’ao landslide revealed by InSAR and model simulation J. Zhang et al. 10.1007/s10346-023-02181-w
- Revisiting spatiotemporal evolution process and mechanism of a giant reservoir landslide during weather extremes X. Ye et al. 10.1016/j.enggeo.2024.107480
11 citations as recorded by crossref.
- Centrifuge Modeling and the Analysis of Ancient Landslides Subjected to Reservoir Water Level Fluctuation S. Li et al. 10.3390/su12052092
- Geomorphological, hydrogeological and geotechnical characteristics of the El Kherba large, deep-seated landslide induced by the August 7th, 2020 (Mw 4.9) earthquake in the city of Mila, northeast Algeria H. Bourenane & N. Mezouar 10.1007/s10064-024-03781-z
- Shear Resistance Variations in Experimentally Sheared Mudstone Granules: A Possible Shear‐Thinning and Thixotropic Mechanism W. Hu et al. 10.1002/2017GL075261
- Establishing regimes of landslide activity – Analysis of landslide triggers over the previous seven decades (Western Carpathians, Poland) M. Wistuba et al. 10.1016/j.catena.2020.104888
- Suction and rate-dependent behaviour of a shear-zone soil from a landslide in a gently-inclined mudstone-sandstone sequence in the Sichuan basin, China W. Hu et al. 10.1016/j.enggeo.2018.02.005
- Evolution of the strain localization and shear-zone internal structure in the granular material: Insights from ring-shear experiments W. Hu et al. 10.1016/j.enggeo.2023.107283
- Characterizing the spatial distribution and fundamental controls of landslides in the three gorges reservoir area, China S. Li et al. 10.1007/s10064-018-1404-5
- Experimental investigation on fluid-induced slip behavior of fault filled with fault gouge Y. Kang et al. 10.1016/j.jrmge.2024.02.022
- Activity law and hydraulics mechanism of landslides with different sliding surface and permeability in the Three Gorges Reservoir Area, China M. Tang et al. 10.1016/j.enggeo.2019.105212
- Deformation and stability analysis of the ancient Da’ao landslide revealed by InSAR and model simulation J. Zhang et al. 10.1007/s10346-023-02181-w
- Revisiting spatiotemporal evolution process and mechanism of a giant reservoir landslide during weather extremes X. Ye et al. 10.1016/j.enggeo.2024.107480
Latest update: 29 Aug 2025
Short summary
An important argument for the conclusion is the recognition of a regional compressive tectonic stress field in this area, which cannot lead to the formation of a fault graben, which needs a tensional tectonic stress field. Moreover, numerous unique geological features, sliding marks, and other relics of the ancient slide have been discovered in the field. A centrifuge model test shows that a deformation and failure process of "creep–crack–cut" and a type of "successive rotational rock slide" have occurred.
An important argument for the conclusion is the recognition of a regional compressive tectonic...
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