188
11 Detecting Fingerprints of Gravity Erosion Drivers …
Lee C Y, Hull T S, Poulos H G. 1995. Simplified pile-slope stability analysis. Computers and
Geotechnics, 17(1): 1–16.
Leshchinsky D, Baker R, Silver M L. 1985. Three-dimensional analysis of slope stability.
International Journal for Numerical and Analytical Methods in Geomechanics, 9(3): 199–223.
Li Y, Shao M A. 2006. Effects of rainfall intensity on rainfall infiltration and redistribution in soil
on Loess slope land. Chinese Journal of Applied Ecology, 17(12): 2271–2276 (in Chinese).
Lin G W, Chen H. 2012. The relationship of rainfall energy with landslides and sediment delivery.
Engineering Geology, 125(1): 108–118.
Lohnes R A. 1991. A method for estimating land loss associated with stream channel degradation.
Engineering Geology, 31(2): 115–130.
Lu N, Godt J W. 2013. Hillslope hydrology and stability. Cambridge: Cambridge University Press:
8–343.
Lucas A, Mangeney A, Mège D, et al. 2011. Influence of the scar geometry on landslide dynamics and
deposits: Application to Martian landslides. Journal of Geophysical Research Planets, 116(E10):
1–21.
Luckman P G, Gibson R D, Derose R C. 1999. Landslide erosion risk to New Zealand pastoral
steeplands productivity. Land Degradation and Development, 10(1): 49–65.
Meng Q M (Ed). 1996. Soil and water conservation on the Loess Plateau. Zhengzhou: Water
Resource Press of Yellow River: 75 (in Chinese).
Millar R G, Quick M C. 1997. Discussion and closure: development and testing of riverbankstability analysis, by Darby S E and Thorne C R J. American Society of Civil Engineers, 123(11):
1051–1053.
Morgenstern N R, Price V E. 1965. The analysis of the stability of general slip surfaces.
Géotechnique, 15(1): 79–93.
Nearing M A, Pruski F F, O’neal M R. 2004. Expected climate change impacts on soil erosion rates:
a review. Journal of Soil and Water Conservation, 59(1): 43–50.
Osman A M, Thorne C R. 1988. Riverbank stability analysis. I: Theory. Journal of Hydraulic
Engineering, 114(2): 134–150.
Poesen J, Nachtergaele J, Verstraeten G, et al. 2003. Gully erosion and environmental change:
importance and research needs. Catena, 50(2–4): 91-133.
Qiu H J, Cui P, Regmi A D, et al. 2017. Slope height and slope gradient controls on the loess slide
size within different slip surfaces. Physical Geography, 38(4): 303–317.
Sayed S A, González P A. 2014. Flood disaster profile of Pakistan: A review. Science Journal of
Public Health, 2(3): 144–149.
Shi J S, Wu L Z, Wu S R, et al. 2016. Analysis of the causes of large-scale loess landslides in Baoji,
China. Geomorphology, 264(1): 109–117.
Simon A, Wolfe W J, Molinas A. 1991. Mass wasting algorithms in an alluvial channel model.
Proceedings of the 5th Federal Interagency Sedimentation Conference, Las Vegas: 8–22.
Skepton A W, Hutchinson J N. 1969. Stability of natural slopes and embankment foundations.
Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering,
Mexico: 291–340.
Stark T D, Choi H, McCone S. 2005. Drained shear strength parameters for analysis of landslides.
Journal of Geotechnical and Geoenvironmental Engineering, 131(5): 575–588.
Tsai Z X, You G J Y, Lee H Y, et al. 2013. Modeling the sediment yield from landslides in the
Shihmen Reservoir watershed, Taiwan. Earth Surface Processes and Landforms, 38(7): 661–674.
Waldmann N, Anselmetti F S, Ariztegui D, et al. 2011. Holocene mass-wasting events in Lago
Fagnano, Tierra del Fuego (54° S): implications for paleoseismicity of the Magallanes-Fagnano
transform fault. Basin Research, 23(2): 171–190.
Wang G Q, Li T J. 2009. The dynamic model of soil erosion and sediment transport in river basins.
Beijing: China Water Power Press: 65 (in Chinese).
West A J, Hetzel R, Li G, et al. 2014. Dilution of 10Be in detrital quartz by earthquake-induced
landslides: implications for determining denudation rates and potential to provide insights into
landslide sediment dynamics. Earth and Planetary Science Letters, 396(15): 143–153.
11 Detecting Fingerprints of Gravity Erosion Drivers …
Lee C Y, Hull T S, Poulos H G. 1995. Simplified pile-slope stability analysis. Computers and
Geotechnics, 17(1): 1–16.
Leshchinsky D, Baker R, Silver M L. 1985. Three-dimensional analysis of slope stability.
International Journal for Numerical and Analytical Methods in Geomechanics, 9(3): 199–223.
Li Y, Shao M A. 2006. Effects of rainfall intensity on rainfall infiltration and redistribution in soil
on Loess slope land. Chinese Journal of Applied Ecology, 17(12): 2271–2276 (in Chinese).
Lin G W, Chen H. 2012. The relationship of rainfall energy with landslides and sediment delivery.
Engineering Geology, 125(1): 108–118.
Lohnes R A. 1991. A method for estimating land loss associated with stream channel degradation.
Engineering Geology, 31(2): 115–130.
Lu N, Godt J W. 2013. Hillslope hydrology and stability. Cambridge: Cambridge University Press:
8–343.
Lucas A, Mangeney A, Mège D, et al. 2011. Influence of the scar geometry on landslide dynamics and
deposits: Application to Martian landslides. Journal of Geophysical Research Planets, 116(E10):
1–21.
Luckman P G, Gibson R D, Derose R C. 1999. Landslide erosion risk to New Zealand pastoral
steeplands productivity. Land Degradation and Development, 10(1): 49–65.
Meng Q M (Ed). 1996. Soil and water conservation on the Loess Plateau. Zhengzhou: Water
Resource Press of Yellow River: 75 (in Chinese).
Millar R G, Quick M C. 1997. Discussion and closure: development and testing of riverbankstability analysis, by Darby S E and Thorne C R J. American Society of Civil Engineers, 123(11):
1051–1053.
Morgenstern N R, Price V E. 1965. The analysis of the stability of general slip surfaces.
Géotechnique, 15(1): 79–93.
Nearing M A, Pruski F F, O’neal M R. 2004. Expected climate change impacts on soil erosion rates:
a review. Journal of Soil and Water Conservation, 59(1): 43–50.
Osman A M, Thorne C R. 1988. Riverbank stability analysis. I: Theory. Journal of Hydraulic
Engineering, 114(2): 134–150.
Poesen J, Nachtergaele J, Verstraeten G, et al. 2003. Gully erosion and environmental change:
importance and research needs. Catena, 50(2–4): 91-133.
Qiu H J, Cui P, Regmi A D, et al. 2017. Slope height and slope gradient controls on the loess slide
size within different slip surfaces. Physical Geography, 38(4): 303–317.
Sayed S A, González P A. 2014. Flood disaster profile of Pakistan: A review. Science Journal of
Public Health, 2(3): 144–149.
Shi J S, Wu L Z, Wu S R, et al. 2016. Analysis of the causes of large-scale loess landslides in Baoji,
China. Geomorphology, 264(1): 109–117.
Simon A, Wolfe W J, Molinas A. 1991. Mass wasting algorithms in an alluvial channel model.
Proceedings of the 5th Federal Interagency Sedimentation Conference, Las Vegas: 8–22.
Skepton A W, Hutchinson J N. 1969. Stability of natural slopes and embankment foundations.
Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering,
Mexico: 291–340.
Stark T D, Choi H, McCone S. 2005. Drained shear strength parameters for analysis of landslides.
Journal of Geotechnical and Geoenvironmental Engineering, 131(5): 575–588.
Tsai Z X, You G J Y, Lee H Y, et al. 2013. Modeling the sediment yield from landslides in the
Shihmen Reservoir watershed, Taiwan. Earth Surface Processes and Landforms, 38(7): 661–674.
Waldmann N, Anselmetti F S, Ariztegui D, et al. 2011. Holocene mass-wasting events in Lago
Fagnano, Tierra del Fuego (54° S): implications for paleoseismicity of the Magallanes-Fagnano
transform fault. Basin Research, 23(2): 171–190.
Wang G Q, Li T J. 2009. The dynamic model of soil erosion and sediment transport in river basins.
Beijing: China Water Power Press: 65 (in Chinese).
West A J, Hetzel R, Li G, et al. 2014. Dilution of 10Be in detrital quartz by earthquake-induced
landslides: implications for determining denudation rates and potential to provide insights into
landslide sediment dynamics. Earth and Planetary Science Letters, 396(15): 143–153.