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method. Journal of Geotechnical and Geoenvironmental Engineering, 132(11): 1444–1454.
Xu L, Dai F C, Tu X B, et al. 2013. Occurrence of landsliding on slopes where flow sliding had
previously occurred: an investigation in a loess platform, North-west China. Catena, 104(5):
195–209.
Xu X Z, Liu Z Y, Xiao P Q, et al. 2015a. Gravity erosion on the steep loess slope: Behavior, trigger
and sensitivity. Catena, 135: 231–239.
Xu X Z, Liu Z Y, Wang W L, et al. 2015b. Which is more hazardous: avalanche, landslide, or
mudslide? Natural Hazards, 76(3): 1939–1945.
Yin Y P, Wang F W, Sun P. 2009. Landslide hazards triggered by the 2008 Wenchuan earthquake,
Sichuan, China. Landslides, 6(2): 139–152.
Yitbarek T W, Belliethathan S, Stringer L C. 2012. The onsite cost of gully erosion and cost-benefit
of gully rehabilitation: A case study in Ethiopia. Land Degradation and Development, 23(2):
157–166.
Zhang B L, Fan W. 2015. The effect on the stress distribution of the slope for rock and soil
characteristics. Advanced Materials Research, 1065–1069: 227-231.
Zhang J Y, Gu P P, Li L Y, et al. 2016. Changes of soil particle size fraction along a chronosequence in
sandy desertified land: a fundamental process for ecosystem succession and ecological restoration.
Journal of Soils and Sediments, 16(12): 2651–2656.
Zhang M, Liu J. 2010. Controlling factors of loess landslides in western China. Environmental
Earth Sciences, 59(8): 1671–1680.
Zhang Z P, Qu Y Z, Li H. 1997. Based on location and shape of landslide sliding surface to determine
the engineering countermeasures. Subgrade Engineering, (5): 8–11 (in Chinese).
Zhou J, Fu B J, Gao G Y, et al. 2016. Effects of precipitation and restoration vegetation on soil
erosion in a semi-arid environment in the Loess Plateau, China. Catena, 137: 1–11.
Zhou P H, Wang Z L. 1992. A study on rainstorm causing soil erosion in the Loess Plateau. Journal
of Soil and Water Conservation, 6(3): 1–5 (in Chinese).
Zhu L, Hong B N. 2011. Sensitivity analysis on influencing factors of shallow landslide of coal
measure strata. Journal of Yangtze River Scientific Research Institute, 28(7): 67–71,75 (in
Chinese).
Zhuang J Q, Peng J B. 2014. A coupled slope cutting—a prolonged rainfall-induced loess landslide:
a 17 October 2011 case study. Bulletin of Engineering Geology and the Environment, 73(4):
997–1011.
Zieli´ nski A, Mazurkiewicz E, Łyskowski M, et al. 2016. Use of GPR method for investigation of
the mass movements development on the basis of the landslide in Kałków. Roads and BridgesDrogiiMosty, 15(1): 61–70.
189
Wu L Z, Zhou Y, Sun P, et al. 2017. Laboratory characterization of rainfall-induced loess slope
failure. Catena, 150: 1–8.
Xu B, Low B K. 2006. Probabilistic stability analyses of embankments based on finite-element
method. Journal of Geotechnical and Geoenvironmental Engineering, 132(11): 1444–1454.
Xu L, Dai F C, Tu X B, et al. 2013. Occurrence of landsliding on slopes where flow sliding had
previously occurred: an investigation in a loess platform, North-west China. Catena, 104(5):
195–209.
Xu X Z, Liu Z Y, Xiao P Q, et al. 2015a. Gravity erosion on the steep loess slope: Behavior, trigger
and sensitivity. Catena, 135: 231–239.
Xu X Z, Liu Z Y, Wang W L, et al. 2015b. Which is more hazardous: avalanche, landslide, or
mudslide? Natural Hazards, 76(3): 1939–1945.
Yin Y P, Wang F W, Sun P. 2009. Landslide hazards triggered by the 2008 Wenchuan earthquake,
Sichuan, China. Landslides, 6(2): 139–152.
Yitbarek T W, Belliethathan S, Stringer L C. 2012. The onsite cost of gully erosion and cost-benefit
of gully rehabilitation: A case study in Ethiopia. Land Degradation and Development, 23(2):
157–166.
Zhang B L, Fan W. 2015. The effect on the stress distribution of the slope for rock and soil
characteristics. Advanced Materials Research, 1065–1069: 227-231.
Zhang J Y, Gu P P, Li L Y, et al. 2016. Changes of soil particle size fraction along a chronosequence in
sandy desertified land: a fundamental process for ecosystem succession and ecological restoration.
Journal of Soils and Sediments, 16(12): 2651–2656.
Zhang M, Liu J. 2010. Controlling factors of loess landslides in western China. Environmental
Earth Sciences, 59(8): 1671–1680.
Zhang Z P, Qu Y Z, Li H. 1997. Based on location and shape of landslide sliding surface to determine
the engineering countermeasures. Subgrade Engineering, (5): 8–11 (in Chinese).
Zhou J, Fu B J, Gao G Y, et al. 2016. Effects of precipitation and restoration vegetation on soil
erosion in a semi-arid environment in the Loess Plateau, China. Catena, 137: 1–11.
Zhou P H, Wang Z L. 1992. A study on rainstorm causing soil erosion in the Loess Plateau. Journal
of Soil and Water Conservation, 6(3): 1–5 (in Chinese).
Zhu L, Hong B N. 2011. Sensitivity analysis on influencing factors of shallow landslide of coal
measure strata. Journal of Yangtze River Scientific Research Institute, 28(7): 67–71,75 (in
Chinese).
Zhuang J Q, Peng J B. 2014. A coupled slope cutting—a prolonged rainfall-induced loess landslide:
a 17 October 2011 case study. Bulletin of Engineering Geology and the Environment, 73(4):
997–1011.
Zieli´ nski A, Mazurkiewicz E, Łyskowski M, et al. 2016. Use of GPR method for investigation of
the mass movements development on the basis of the landslide in Kałków. Roads and BridgesDrogiiMosty, 15(1): 61–70.