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Landslides in a loess platform, North-West China

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Abstract

Frequent occurrence of landslides in the Chinese Loess Plateau has seriously threatened the urban and rural development. Heifangtai loess platform was selected as a case study for the current research. The platform surface is being largely irrigated since 1968. About 70 landslides of different types have occurred in the region including loess slides, loess flows, combined loess, and bedrock landslides along/across bedding planes. The loess slides occurred in the unsaturated soil and have a shallow failure depth. The loess flows initiated at the contact between loess and underlying clay and can travel a distance of more than 300 m at a speed of up to 5 m/s. Controlled by the topography of the underlying clay layer, the loess flows mainly occurred along the eastern margins of Heifangtai. The combined loess and bedrock landslides along bedding planes typically travel a distance of 30–60 m at a speed of 0.002–0.005 m/s with a volume of up to several million cubic meters. This type of landslide commonly occurred along the southern margins of Heifangtai, where the slope aspects are close to the inclination direction of the bedding planes of underlying bedrocks. Monitoring of perched water table in loess layer at the northern margin of Heifangtai shows the water table is rising at a speed of about 18 cm/year.

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References

  • Derbyshire E, Meng XM, Kemp RA (1998) Provenance, transport and characteristics of modern aeolian dust in western Gansu Province, China, and interpretation of the Quaternary loess record. J Arid Environ 39:497–516

    Article  Google Scholar 

  • Derbyshire E, Meng XM, Dijkstra TA (2000) Landslides in the thick loess terrain of north-west China. Wiley, Chichester, pp 1–256

    Google Scholar 

  • Gao GR (1988) Formation and development of the structure of collapsing loess in China. Eng Geol 25:235–245

    Article  Google Scholar 

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

    Article  Google Scholar 

  • Hungr O, Evans SG, Bovis M, Hutchinson JN (2001) Review of the classification of landslides of the flow type. Environ Eng Geosci 7:221–238

    Google Scholar 

  • Hutchinson JN (1988) General report: Morphological and geotechnical parameters of landslide in relation to geology and hydrogeology. In Bonnard C & Balkema AA (Editor). In: Proceedings of 5th international symposium on Landslides, Lausanne, Switzerland, Vol. 1, pp. 3–35

  • International Union of Geological Sciences (IUGS) (1995) A suggested method for describing the rate of movement of a landslide. Bull Int Assoc Eng Geol 52:75–78

    Article  Google Scholar 

  • Lin ZG, Wang SJ (1988) Collapsibility and deformation characteristics of deep-seated loess in China. Eng Geol 25:271–282

    Article  Google Scholar 

  • Liu TS (1985) Loess and the environment. China Ocean Press, Beijing, pp 1–481 (In Chinese)

    Google Scholar 

  • Meng XM, Derbyshire E (1998) Landslides and their control in the Chinese Loess Plateau: models and case studies from Gansu Province, China. Geol Soc Lond Eng Geol Spec Publ 15:141–153

    Google Scholar 

  • Pye K (1995) The nature, origin and accumulation of loess. Quat Sci Rev 14:653–667

    Article  Google Scholar 

  • Smalley IJ (1966) The properties of glacial loess and the formation of loess deposits. J Sediment Petrol 36:669–676

    Article  Google Scholar 

  • Varnes DJ (1978) Landslides: analysis and control (Special report-Transportation Research Board, National Research Council; 176). National Academy of Sciences, Washington, DC, pp 1–234

    Google Scholar 

  • Wang NQ (1997) Characteristics of landslide caused by irrigation on the margin of loess platform. J Gansu Sci Suppl 36:103–108

    Google Scholar 

  • Wang ZR, Wu WJ, Zhou ZQ (2004) Landslide induced by over-irrigation in loess platform areas in Gansu Province. Chin J Geol Hazard Control 15:43–46 (In Chinese with English abstract)

    Google Scholar 

  • Wu WJ, Wang NQ (2006) Landslide hazards in Gansu. Lanzhou University Press, Gansu Lanzhou, pp 1–287 (In Chinese with English abstract)

    Google Scholar 

  • Xu L, Qiao XJ, Wu CX, Javed Iqbal, Dai FC (2012a) Causes of landslide recurrence in a loess platform with respect to hydrological processes. Nat Hazards 64:1657–1670

    Article  Google Scholar 

  • Xu L, Dai FC, Tham LG, Zhou YF, Wu CX (2012b) Investigating landslide-related cracks along the edge of two loess platforms in northwest China. Earth Surf Process Landf 37:1023–1033

    Article  Google Scholar 

  • Xu L, Dai FC, Gong QM, Tham LG, Min H (2012c) Irrigation-induced loess flow failure in Heifangtai platform, North-West China. Environ Earth Science 66:1707–1713

    Article  Google Scholar 

  • Yang JR, Fang D, Cheng ZY, He WS, Li WP (2003) Landslides in Heifangtai platform. J Soil Water Conserv 17:172–174 (In Chinese with English abstract)

    Google Scholar 

  • Zhang DX, Wang GH, Lou C, Chen J, Zhou Y (2009) A rapid loess flow slide triggered by irrigation in China. Landslides 6:55–60 (In Chinese with English abstract)

    Article  Google Scholar 

Download references

Acknowledgments

The research has been funded by the National Nature Science Foundation of China (no. 51109199). The authors would like to thank Prof. Yin YP of China Geological Survey and the other anonymous reviewer for their very useful comments and suggestions.

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Authors and Affiliations

  1. Institute of Geology and Geophysics, Chinese Academy of Sciences, No. 19, Beitucheng Xilu, Chaoyang District, Beijing, 100029, China

    Ling Xu, Fuchu Dai, Xinbin Tu & Javed Iqbal

  2. Department of Civil Engineering, The University of Hong Kong, Hong Kong, China

    Leslie George Tham

  3. Key Laboratory of Geotechnical Mechanics and Engineering of Minister of Water Resources, Yangtze River Scientific Research Institute, Wuhan, 430010, China

    Yufeng Zhou

  4. Department of Earth Sciences, COMSATS Institute of Information Technology, Abbottabad, Pakistan

    Javed Iqbal

  5. The Key Laboratory of Geo-hazards in Loess Area of China, Ministry of Land Resources, Xi’an, Shaanxi Province, 710000, China

    Ling Xu

  6. The Key Laboratory of Western Mineral Resources and Geological Engineering of Ministry of Education, Xi’an, Shaanxi Province, 710000, China

    Ling Xu

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  1. Ling Xu
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  2. Fuchu Dai
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  3. Xinbin Tu
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  4. Leslie George Tham
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  5. Yufeng Zhou
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Correspondence to Ling Xu.

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Xu, L., Dai, F., Tu, X. et al. Landslides in a loess platform, North-West China. Landslides 11, 993–1005 (2014). https://doi.org/10.1007/s10346-013-0445-x

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