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A Sensitivity Analysis on the Gravity Erosion on the Steep Loess Slope

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Experimental Erosion
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Abstract

Gravity erosion is a dominant geomorphic process on the widespread steep loess slopes, yet it is not well understood due to the complexity of failure occurrence and behavior. This chapter conducted a series of laboratory experiments to test the stability of different slope geometries and rainfalls and then performed a sensitivity analysis. The following three types of gravity erosion were observed: landslide, avalanche, and mudslide. In an event of rainfall, various types of gravity erosion might emerge in the same period, and mass failures with the same mode and similar size often adjacently appeared. Climate-driven factors and topography triggers had prominent influences on gravity erosion. Whether for the total amount or the peak amount in an experiment, the largest sensitivity parameter on both landslides and mudslides was that of rainfall duration. The experimental results provide an insight into the pre-failure mechanisms and processes of steep loess slopes.

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References

  • Acharya G, Cochrane T, Davies T, et al. 2011. Quantifying and modeling post-failure sediment yields from laboratory-scale soil erosion and shallow landslide experiments with silty loess. Geomorphology, 129(1–2): 49–58.

    Google Scholar 

  • Ali A, Huang J S, Lyamin A V, et al. 2014. Boundary effects of rainfall-induced landslides. Computers and Geotechnics, 61: 341–354.

    Google Scholar 

  • Au S W C. 1998. Rain-induced slope instability in Hong Kong. Engineering Geology, 51(1): 1–36.

    Google Scholar 

  • Benda L, Dunne T. 1997. Stochastic forcing of sediment supply to channel networks from landsliding and debris flow. Water Resources Research, 33(12): 2849–2863.

    Google Scholar 

  • Cao Y Z. 1981. Mechanism and prediction of the gravity erosion on the loess area. Bulletin of Soil and Water Conservation, (4): 19–23 (in Chinese).

    Google Scholar 

  • Easson G, Yarbrough L D. 2002. The effects of riparian vegetation on bank stability. Environmental and Engineering Geoscience, 8(4): 247–260.

    Google Scholar 

  • Guzzetti F, Ardizzone F, Cardinali M, et al. 2009. Landslide volumes and landslide mobilization rates in Umbria, central Italy. Earth and Planetary Science Letters, 279(3–4): 222–229.

    Google Scholar 

  • Haflidason H, Lien R, Sejrup H P, et al. 2005. The dating and morphometry of the Storegga Slide. Marine and Petroleum Geology, 22(1–2): 123–136.

    Google Scholar 

  • Keefer D K, Larsen M C. 2007. Assessing landslide hazards. Science, 316(5828): 1136–1138.

    Google Scholar 

  • Kirschbaum D B, Adler R, Hong Y, et al. 2010. A global landslide catalog for hazard applications: method, results, and limitations. Natural Hazards, 52(3): 561–575.

    Google Scholar 

  • Li H Z, Yang Z S, Wang T R, et al. 2011. Recognition of landslide and case studies. Wuhan: Wuhan University of Technology Press: 19–43 (in Chinese).

    Google Scholar 

  • Li T, Wang C, Li P. 2013. Loess deposit and loess landslides on the Chinese Loess Plateau// Shan W, Fathani T F. Progress of Geo-Disaster Mitigation Technology in Asia. Berlin Heidelberg: Springer: 235–261.

    Google Scholar 

  • Liu C, Li W Y, Wu H B, et al. 2013. Susceptibility evaluation and mapping of China’s landslides based on multi-source data. Natural Hazards, 69(3): 1477–1495.

    Google Scholar 

  • Lourenço S D N, Sassa K, Fukuoka H. 2006. Failure process and hydrologic response of a two layer physical model: implications for rainfall-induced landslides. Geomorphology, 73(1): 115–130.

    Google Scholar 

  • Melchiorre C, Castellanos Abella E A, van Westen C J, et al. 2011. Evaluation of prediction capability, robustness, and sensitivity in non-linear landslide susceptibility models. Guantánamo, Cuba. Computers and Geosciences, 37(4): 410–425.

    Google Scholar 

  • Montgomery D R, Dietrich W E. 1994. A physically based model for the topographic control on shallow landsliding. Water Resources Research, 30(4): 1153–1171.

    Google Scholar 

  • Parise M, Wasowski J. 1999. Landslide activity maps for landslide hazard evaluation: three case studies from Southern Italy. Natural Hazards, 20(2–3): 159–183.

    Google Scholar 

  • Sánchez-Canales M, López-Benito A, Acuña V, et al. 2015. Sensitivity analysis of a sediment dynamics model applied in a Mediterranean river basin: global change and management implications. Science Total Environment, 502(1): 602–610.

    Google Scholar 

  • Shakoor A, Smithmyer A J. 2005. An analysis of storm-induced landslides in colluvial soils overlying mudrock sequences, southeastern Ohio, USA. Engineering Geology, 78(3–4): 257–274.

    Google Scholar 

  • Shields F D, Gray D H. 1992. Effects of woody vegetation on the structural integrity of sandy levees. Journal of the American Water Resources Association, 28(5): 917–931.

    Google Scholar 

  • Tang K L. 2004. Soil and water conservation in China. Beijing: Science Press: 100–104 (in Chinese).

    Google Scholar 

  • Thornes J B, Alcántara-Ayala I. 1998. Modelling mass failure in a Mediterranean mountain environment: climatic, geological, topographical and erosional controls. Geomorphology, 24(1): 87–100.

    Google Scholar 

  • Waldron L J, Dakessian S. 1981. Soil reinforcement by roots: calculation of increased soil shear resistance from root properties. Soil Science, 132(6): 427–435.

    Google Scholar 

  • Wang D F, Zhao X Y, Ma H L, et al. 1993. An investigation on the gravity erosion on the loess area. Soil and Water Conservation in China, (12): 26–28 (in Chinese).

    Google Scholar 

  • Wu W M, Sidle R C. 1995. A distributed slope stability model for steep forested watersheds. Water Resources Research, 31(8): 2097–2110.

    Google Scholar 

  • Xu X Z, Zhang H W, Xu S G, et al. 2009. Effects of dam construction sequences on soil conservation efficiency of a check-dam system. Journal of Beijing Forestry University, 31(1): 139–144 (in Chinese).

    Google Scholar 

  • Xu C, Xu X W, Shyu J B H, et al. 2015a. Landslides triggered by the 20 April 2013 Lushan, China, Mw 6.6 earthquake from field investigations and preliminary analyses. Landslides, 12(2): 365–385.

    Google Scholar 

  • 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.

    Google Scholar 

  • Zhang M, Liu J. 2010. Controlling factors of loess landslides in western China. Environmental Earth Sciences, 59(8): 1671–1680.

    Google Scholar 

  • Zhang D X, Wang G H, Luo C Y, et al. 2009. A rapid loess flowslide triggered by irrigation in China. Landslides, 6(1): 55–60.

    Google Scholar 

  • Zhang R H, Liu X, Heathman G C, et al. 2013. Assessment of soil erosion sensitivity and analysis of sensitivity factors in the Tongbai-Dabie mountainous area of China. Catena, 101(2): 92–98.

    Google Scholar 

  • Zhang C, Wang D G, Wang G L, et al. 2014. Regional differences in hydrological response to canopy interception schemes in a land surface model. Hydrological Processes, 28(4): 2499–2508.

    Google Scholar 

  • Zhang A J, Zhang C, Chu J G, et al. 2015. Human-induced runoff change in Northeast China. Journal of Hydrologic Engineering, 20(5): 04014069.

    Google Scholar 

  • 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.

    Google Scholar 

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Xu, X., Zhu, T., Zhang, H., Gao, L. (2020). A Sensitivity Analysis on the Gravity Erosion on the Steep Loess Slope. In: Experimental Erosion. Springer, Singapore. https://doi.org/10.1007/978-981-15-3801-8_10

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