Skip to main content

Advertisement

Log in

Reactivation mechanism of ancient giant landslides in the tectonically active zone: a case study in Southwest China

  • Original Article
  • Published:
Environmental Earth Sciences Aims and scope Submit manuscript

Abstract

The reactivation mechanism and stability of ancient landslides are the major concerns in the tectonically active zone. A detailed case study has been conducted to examine the reactivation mechanism of ancient landslides in Southwest China by investigating the reactivation process, shear strength and stability. Field investigation suggests that the reactivation of ancient giant slides, such as the Luosiwan slide, is attributed to the cumulative effect of adverse geological, structural condition and intensive artificial processes. However, long-term observation has shown that the ancient giant landslides usually remain stable in the remote area in spite of such adverse conditions. Ring shear tests also indicate high peak shear strength of the sliding zone soils. However, the shear strength decreases significantly once displacement occurs at the toe of giant landslide due to engineering construction. The construction process could be considered as the critical triggering factor for the reactivation of ancient giant landslide, which exerts sudden changes in the forces acting on the slope. Both long-term adverse geological evolution and sudden change in the strength lead to the reactivation of giant landslide. This study also suggests that liquefaction plays an important role in the failure behavior of reactivated ancient landslide. An effective drainage system has to be set up during engineering construction so as to reduce the probability of reactivation of ancient landslides.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10

Similar content being viewed by others

References

  • American Society for Testing and Materials (1964) Laboratory shear testing of soils. Committee D-18 on Soils for Engineering Purposes, Philadelphia

  • Bathrellos GD, Gaki-Papanastassiou K, Skilodimou HD, Papanastassiou D, Chousianitis KG (2012) Potential suitability for urban planning and industry development using natural hazard maps and geological-geomorphological parameters. Environ Earth Sci 66:537–548

    Article  Google Scholar 

  • Bathrellos GD, Gaki-Papanastassiou K, Skilodimou HD, Skianis GA, Chousianitis KG (2013) Assessment of rural community and agricultural development using geomorphological—geological factors and GIS in the Trikala prefecture (Central Greece). Stoch Env Res Risk Assess 27:573–588

    Article  Google Scholar 

  • Carrubba P, Del-Fabbro M (2008) Laboratory investigation on reactivated residual strength. J Geotech Geoenviron Eng 134:302–315

    Article  Google Scholar 

  • Cheng Y, Lansivaara T, Wei W (2007) Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods. Comput Geotech 34:137–150

    Article  Google Scholar 

  • Cruden DM, Varnes DJ (1996) Landslide types and processes. In: Turner AK, Schuster RL (eds) Landslides: investigation and mitigation. U.S. Transportation Research Board, Special Report 247, pp 36–75

  • Dai F, Wang S, Lee C (1998) The drained residual strength of volcanic derived soil sampled on Lantau island, Hongkong. J Eng Geol 6:223–229 (in Chinese)

    Google Scholar 

  • Dai F, Lee C, Deng J, Tham LG (2005) The 1786 earthquake triggered landslide dam and subsequent dam-break flood on the Dadu River, southwestern China. Geomorphology 65:205–221

    Article  Google Scholar 

  • Dawson EM, Roth WH, Drescher A (1999) Slope stability analysis by strength reduction. Geotechnique 49:835–840

    Article  Google Scholar 

  • El-Ramly H, Morgenstern NR, Cruden DM (2002) Probabilistic stability analysis for practice. Can Geotech J 39:665–683

    Article  Google Scholar 

  • Futalan KM, Biscaro JRD, Saturay RM Jr, Catane SG, Amora MS, Villaflor EL (2010) Assessment of potential slope failure sites at Mt. Canabag, Guinsaugon, Philippines, based on stratigraphy and rock strength. Bull Eng Geo Environ 69:517–521

    Article  Google Scholar 

  • Holtz RD, Kovacs WD (1985) An introduction to geotechnical engineering. Prentice-Hall, pp 543–545

  • Hu M, Wang F, Cheng Q (2009) Formation of tremendous Yigong landslide based on high-speed shear tests. Chin J Geotech Eng 31:1602–1606 (in Chinese)

    Google Scholar 

  • Huang R (2009) Some catastrophic landslides since the twentieth century in the southwest of China. Landslides 6:69–81

    Article  Google Scholar 

  • Hutchinson JN (1988) General report: morphological and geotechnical parameters of landslides in relation to geology and hydrogeology. In: 5th the International Symposium on Landslides. Switzerland Lausanne, pp 3–35

  • Krahn J, Morgenstern NR (1979) The ultimate frictional resistance of rock discontinuities. Int J Rock Mech Mining Sci 16:127–133

    Article  Google Scholar 

  • Martel SJ (2004) Mechanics of landslide initiation as a shear fracture phenomenon. Mar Geol 203:319–339

    Article  Google Scholar 

  • Mohamed AS, Billa Lawal, Pradhan Biswajeet, Mansor Shattri, Al-Sharif Abubakr AA (2013) Modeling urban growth evolution and land-use changes using GIS based Cellular Automata and SLEUTH models: The case of Sana’a metropolitan city, Yemen. Environ Earth Sci 70:425–437

    Article  Google Scholar 

  • Olson RE (1974) Shearing strength of kaolinite, illite and montmorillonite. J Geotech Eng Div-ASCE 100(GT11):1215–1299

    Google Scholar 

  • Papadopoulou-Vrynioti K, Bathrellos GD, Skilodimou HD, Kaviris G, Makropoulos K (2013) Karst collapse susceptibility mapping considering peak ground acceleration in a rapidly growing urban area. Eng Geol 158:77–88

    Article  Google Scholar 

  • Perlea V (2000) Liquefaction of cohesive soils. Soil Dyn Liq. doi:10.1061/40520(295)5,58-76

    Google Scholar 

  • Rozos D, Bathrellos G, Skillodimou HD (2011) Comparison of the implementation of rock engineering system and analytic hierarchy process methods, upon landslide susceptibility mapping, using GIS: a case study from the Eastern Achaia County of Peloponnesus, Greece. Environ Earth Sci 63:49–63

    Article  Google Scholar 

  • Rozos D, Skilodimou HD, Loupasakis C, Bathrellos GD (2013) Application of the revised universal soil loss equation model on landslide prevention. An example from N. Euboea (Evia) Island, Greece. Environ Earth Sci 70:3255–3266

    Article  Google Scholar 

  • Sassa K, Fukuoka H, Wang G, Ishikawa N (2004) Undrained dynamic-loading ring-shear apparatus and its application to landslide dynamics. Landslides 1:7–19

    Article  Google Scholar 

  • Skempton AW (1970) First-time slides in over-consolidated layers. Geotechnique 20:320–324

    Article  Google Scholar 

  • Skempton AW (1985) Residual strength of clays in landslides, folded strata and the laboratory. Geotechnique 35:3–18

    Article  Google Scholar 

  • Stark TD, Choi H, McCone S (2005) Drained shear strength parameters for analysis of landslides. J Geotech Geoenviron Eng 131:575–588

    Article  Google Scholar 

  • Varnes DJ (1978) Slope movement types and processes. In: Schuster RL, Krizek RJ (eds), Landslides: analysis and control. U.S. Transportation Research Board, Special Report, p 176

  • Voight B (1973) Correlation between Atterberg plasticity limits and residual strength of natural soils. Geotechnique 23:265–267

    Article  Google Scholar 

  • Wang F, Sassa K, Wang G (2002) Mechanism of a long-runout landslide triggered by the August 1998 Heavy rainfall in Fukushima Prefecture, Japan. Eng Geol 63:169–185

    Article  Google Scholar 

  • Wang G, Sassa K, Fukuoka H, Tada T (2007) Experimental study on the shearing behavior of saturated silty soils based on ring-shear tests. J Geotech Geoenviron Eng 133:319–333

    Article  Google Scholar 

  • Weidinger JT (2006) Landslide dams in the high mountains of India, Nepal and China-stability and life span of their dammed lakes. Ital J Eng Geol Environ (special issue) 1:67–80

    Google Scholar 

  • Xu W, Hu R, Yue Z, Tan R, Li R, Zeng R (2006) Numerical simulation on stability of right bank slope of Longpan in Tiger-Leaping Gorge area. Chin J Geotech Eng 28:1996–2004 (in Chinese)

    Google Scholar 

  • Yang Z, Xu Q, Liu Z, Zhao S (2001) The large-scale and high-speed ring-shear test apparatus and application of studying the landslide. J Changchun Univ Sci Technol 31:163–167 (in Chinese)

    Google Scholar 

  • Youssef AM, Maerz NH (2013) Overview of some geological hazards in the Saudi Arabia. Environ Earth Sci 70:3115–3130

    Article  Google Scholar 

  • Youssef AM, Pradhan B, Sabtan AA, El-Harbi HM (2012) Coupling of remote sensing data aided with field investigations for geological hazards assessment in Jazan area, Kingdom of Saudi Arabia. Environ Earth Sci 65:119–130

    Article  Google Scholar 

  • Zhang Y, Zhang J, Lei W (2007) Discussion on environmental geological problems in the areas from Southwest China to Southeast Asia. Earth Sci Front-Engl 14:24–30

    Article  Google Scholar 

  • Zhang M, Yin Y, Hu R, Wu S, Zhang Y (2011a) Ring shear test for transform mechanism of slide-debris flow. Eng Geol 118:55–62

    Article  Google Scholar 

  • Zhang Y, Guo C, Qu Y, Song Y (2011b) Engineering geological properties of altered rocks and implications for railway construction in the Sanjiang orogenic belt, Southwest China. Bull Eng Geol Environ 70:143–152

    Article  Google Scholar 

  • Zhang Y, Zhao X, Lan H, Xiong T (2011c) A Pleistocene landslide-dammed lake, Jinsha River, Yunnan, China. Quatern Int 233:72–80

    Article  Google Scholar 

Download references

Acknowledgments

This research was supported by the Project of 12th Five-Year National Sci-Tech Support Plan (2011BAK12B09), the Special Project of Basic Work of Science and Technology (2011FY110100-2), the National Natural Science Foundation of China (No. 41072269), and the Project of China Geological Survey (12120113038000). We would like to thank the two anonymous reviewers and the editor for their helpful suggestions, which have improved the clarity of the paper.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Yongshuang Zhang.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Zhang, Y., Guo, C., Lan, H. et al. Reactivation mechanism of ancient giant landslides in the tectonically active zone: a case study in Southwest China. Environ Earth Sci 74, 1719–1729 (2015). https://doi.org/10.1007/s12665-015-4180-6

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12665-015-4180-6

Keywords

Navigation