Abstract
1000 landslides triggered by the 1920 Ms 8.5 Haiyuan Earthquake were mapped as polygons with remote sensing images provided by Google Earth. Although it was more than 90 years ago, the boundary of medium and large scale landslide triggered by the earthquake is still clear on the images. The landslides were mainly distributed in the west part of Xiji County and the southeast of Haiyuan County, which could be attributed to the difference of loess thickness. The statistical analysis results indicated that the landslide distribution was not mainly controlled by the earthquake parameters (the distance to the epicenter, the seismic intensity and the distance to the seismogenic fault rupture), but by the topographical parameters (elevation, slope height, slope gradient and slope aspect). The field surveys found that most of the landslides occurring on concave slopes of gentler than 20° with long run-out and high speed may be due to the loess liquefaction.
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References
Bai MX, Zhang SM (1990) Liquefaction and movement of loess triggered by high intensity earthquake in China. J Eng Invest 6:1–5 (in Chinese)
Close U, McCormick E (1922) Where the mountain walked. An account of the recent earthquake in Gansu Province, China, which destroyed 100,000 lives. National Geographic Magazine, XLI(5):445–464
Derbyshire E, Meng XM, Dijkstra TA (2000) Landslides in thick loess terrain of North-West China. John Wiley & Sons Ltd, West Sussex England
Lin ZG, Xu ZJ (2008) Loess in China and landslides in loess slopes. In: Chen et al (eds), Landslides and engineered Slopes. Taylor & Francis Group, London, pp 129–144
Wang JD, Zhang ZY (1999) A study on the mechanism of high-speed loess landslide induced by earthquake. Chin J Geotech Eng 6:670–674 (in Chinese)
Wang LM, Liu HM, Li L, Sun SS (2000) Laboratory study on the mechanism and behaviors of saturated loess liquefaction. Chin J Geotech Eng 22(1):89–94 (in Chinese)
Xu Q, Li WL (2010) Study on the direction effects of landslides triggered by Wenchuan Earthquake. J Sichuan Univ (Engineering Science Edition) 42(Supp. 1):7–14 (in Chinese)
Xu Q, Zhang S, Li WL (2011) Spatial distribution of large-scale landslides induced by the Wenchuan Earthquake. J Mt Sci 8:246–260
Yuan LX (2005) The mechanism of loess landslide caused by earthquake in Haiyuan of Ningxia. Northwest University, Xi’an China (in Chinese)
Yuan LX (2006) Forming mechanism of the loess landslides in Xiji of Ningxia with low-angle, high speed and far-distance. J Disas Prevent Mitig Eng 26(2):219–223 (in Chinese)
Zhang DX, Wang GH (2007) Study of the 1920 Haiyuan earthquake-induced landslides in loess (China). Eng Geol 94:76–88
Zhang ZD, Wang LM (1995) Geological disaster in loess areas during the 1920 Haiyuan earthquake, China. Geo-Journal 36:269–274
Zhang ZZ (1999) Seismic hazard prediction in the loess area China. Seismological Press, Beijing
Acknowledgments
This study is financially supported by the Young Foundation of National Natural Science of China (Grant No. 41202210 and 41202211) and the Special Scientific Research Fund of Public Welfare Profession of Chinese Ministry of Land and Resources (Grant No. 201211055 and 1212011140005).
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Li, W., Huang, R., Pei, X., Zhang, X. (2015). Historical Co-seismic Landslides Inventory and Analysis Using Google Earth: A Case Study of 1920 M8.5 Haiyuan Earthquake, China. In: Lollino, G., et al. Engineering Geology for Society and Territory - Volume 2. Springer, Cham. https://doi.org/10.1007/978-3-319-09057-3_118
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DOI: https://doi.org/10.1007/978-3-319-09057-3_118
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