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Blaschke P M, Trustrum N A, Hicks D L. 2000. Impacts of mass movement erosion on land
productivity: a review. Progress in Physical Geography, 24(1): 21–52.
Chang T H, Lin C L, Huang F K. 2013. Slope cracks in the safety assessment of the rainfall period.
Applied Mechanics and Materials, 405–408(2): 2364-2369.
Chen L D, Wei W, Fu B J, et al. 2007. Soil and water conservation on the Loess Plateau in China:
review and perspective. Progress in Physical Geography, 31(4): 389–403.
Chen X P, Zhu H H, Huang J W, et al. 2016. Stability analysis of an ancient landslide considering
shear strength reduction behavior of slip zone soil. Landslides, 13(1): 173–181.
Convertino M, Troccoli A, Catani F. 2013. Detecting fingerprints of landslide drivers: a MaxEnt
model. Journal of Geophysical Research: Earth Surface, 118(3): 1367–1386.
Dai F C, Lee C F. 2001. Frequency-volume relation and prediction of rainfall-induced landslides.
Engineering Geology, 59(3–4): 253-266.
Dai F, Li B, Xu N W, et al. 2017. Microseismic monitoring of the left bank slope at the Baihetan
hydropower station, China. Rock Mechanics and Rock Engineering, 50(1): 225–232.
Darby S E, Thorne C R. 1996. Development and testing of riverbank-stability analysis. Journal of
Hydraulic Engineering, 122(8): 443–454.
Deng D P, Li L, Zhao L H. 2011. A new method for analysis of slope stability under steady seepage.
Journal of Engineering Geology, 19(1): 29–36 (in Chinese).
Densmore A L, Hovius N. 2000. Topographic fingerprints of bedrock landslides. Geology, 28(4):
371–374.
Derbyshire E. 2001. Geological hazards in loess terrain, with particular reference to the loess regions
of China. Earth-Science Reviews, 54(1): 231–260.
Derbyshire E, Dijkstra T A, Smalley I J, et al. 1994. Failure mechanisms in loess and the effects of
moisture content changes on remoulded strength. Quaternary international, 24: 5–15.
Dregne H E. 1995. Erosion and soil productivity in Australia and New Zealand. Land Degradation
and Development, 6(2): 71–78.
Gan W J, Huang Y H, Zhang P Z. 1999. Method for determining the most risk slip surface of
loess slope by genetic algorithm and its application to stability analysis. Journal of Engineering
Geology, 7(2): 168–174 (in Chinese).
Goulding R B. 2006. Tensile strength, shear strength and effective stress for unsaturated sand.
Columbia: University of Missouri.
Guo W Z, Xu X Z, Wang W L, et al. 2016. A measurement system applicable for landslide
experiments in the field. Review of Scientific Instruments, 87(4): 044501.
Guzzetti F, Ardizzone F, Cardinali M, et al. 2008. Distribution of landslides in the Upper Tiber
River basin, central Italy. Geomorphology, 96(1–2): 105-122.
Highland L M, Bobrowsky P. 2008. The landslide handbook-A guide to understanding landslides:
Reston, Virginia, USGS Science for a changing world-Circular 1325: 3–25, 129. [2018-12-01].
http://pubs.usgs.gov/circ/
Hungr O, Clague J J, Morgenstern N, et al. 2016. A review of landslide risk acceptability practices
in various countries// Landslides and Engineered Slopes. Experience, Theory and Practice: 1121–
1128.
Ionita I, Fullen M A, Zgłobicki W, et al. 2015. Gully erosion as a natural and human-induced hazard.
Natural Hazards, 79(1): S1–S5.
Iverson R M, Reid M E, Iverson N R, et al. 2000. Acute Sensitivity of landslide rates to initial soil
porosity. Science, 290(5491): 513–516.
Jaiswal P, van Westen C J, Jetten V. 2011. Quantitative assessment of landslide hazard along
transportation lines using historical records. Landslides, 8(3): 279–291.
Jeong S, Kim B, Won J, et al. 2003. Uncoupled analysis of stabilizing piles in weathered slopes.
Computers and Geotechnics, 30(8): 671–682.
Katz O, Morgan J K, Aharonov E, et al. 2014. Controls on the size and geometry of landslides:
Insights from discrete element numerical simulations. Geomorphology, 220(3): 104–113.
Krohn K, Jaumann R, Otto K, et al. 2014. Mass movement on Vesta at steep scarps and crater rims.
Icarus, 244: 120–132.
187
Blaschke P M, Trustrum N A, Hicks D L. 2000. Impacts of mass movement erosion on land
productivity: a review. Progress in Physical Geography, 24(1): 21–52.
Chang T H, Lin C L, Huang F K. 2013. Slope cracks in the safety assessment of the rainfall period.
Applied Mechanics and Materials, 405–408(2): 2364-2369.
Chen L D, Wei W, Fu B J, et al. 2007. Soil and water conservation on the Loess Plateau in China:
review and perspective. Progress in Physical Geography, 31(4): 389–403.
Chen X P, Zhu H H, Huang J W, et al. 2016. Stability analysis of an ancient landslide considering
shear strength reduction behavior of slip zone soil. Landslides, 13(1): 173–181.
Convertino M, Troccoli A, Catani F. 2013. Detecting fingerprints of landslide drivers: a MaxEnt
model. Journal of Geophysical Research: Earth Surface, 118(3): 1367–1386.
Dai F C, Lee C F. 2001. Frequency-volume relation and prediction of rainfall-induced landslides.
Engineering Geology, 59(3–4): 253-266.
Dai F, Li B, Xu N W, et al. 2017. Microseismic monitoring of the left bank slope at the Baihetan
hydropower station, China. Rock Mechanics and Rock Engineering, 50(1): 225–232.
Darby S E, Thorne C R. 1996. Development and testing of riverbank-stability analysis. Journal of
Hydraulic Engineering, 122(8): 443–454.
Deng D P, Li L, Zhao L H. 2011. A new method for analysis of slope stability under steady seepage.
Journal of Engineering Geology, 19(1): 29–36 (in Chinese).
Densmore A L, Hovius N. 2000. Topographic fingerprints of bedrock landslides. Geology, 28(4):
371–374.
Derbyshire E. 2001. Geological hazards in loess terrain, with particular reference to the loess regions
of China. Earth-Science Reviews, 54(1): 231–260.
Derbyshire E, Dijkstra T A, Smalley I J, et al. 1994. Failure mechanisms in loess and the effects of
moisture content changes on remoulded strength. Quaternary international, 24: 5–15.
Dregne H E. 1995. Erosion and soil productivity in Australia and New Zealand. Land Degradation
and Development, 6(2): 71–78.
Gan W J, Huang Y H, Zhang P Z. 1999. Method for determining the most risk slip surface of
loess slope by genetic algorithm and its application to stability analysis. Journal of Engineering
Geology, 7(2): 168–174 (in Chinese).
Goulding R B. 2006. Tensile strength, shear strength and effective stress for unsaturated sand.
Columbia: University of Missouri.
Guo W Z, Xu X Z, Wang W L, et al. 2016. A measurement system applicable for landslide
experiments in the field. Review of Scientific Instruments, 87(4): 044501.
Guzzetti F, Ardizzone F, Cardinali M, et al. 2008. Distribution of landslides in the Upper Tiber
River basin, central Italy. Geomorphology, 96(1–2): 105-122.
Highland L M, Bobrowsky P. 2008. The landslide handbook-A guide to understanding landslides:
Reston, Virginia, USGS Science for a changing world-Circular 1325: 3–25, 129. [2018-12-01].
http://pubs.usgs.gov/circ/
Hungr O, Clague J J, Morgenstern N, et al. 2016. A review of landslide risk acceptability practices
in various countries// Landslides and Engineered Slopes. Experience, Theory and Practice: 1121–
1128.
Ionita I, Fullen M A, Zgłobicki W, et al. 2015. Gully erosion as a natural and human-induced hazard.
Natural Hazards, 79(1): S1–S5.
Iverson R M, Reid M E, Iverson N R, et al. 2000. Acute Sensitivity of landslide rates to initial soil
porosity. Science, 290(5491): 513–516.
Jaiswal P, van Westen C J, Jetten V. 2011. Quantitative assessment of landslide hazard along
transportation lines using historical records. Landslides, 8(3): 279–291.
Jeong S, Kim B, Won J, et al. 2003. Uncoupled analysis of stabilizing piles in weathered slopes.
Computers and Geotechnics, 30(8): 671–682.
Katz O, Morgan J K, Aharonov E, et al. 2014. Controls on the size and geometry of landslides:
Insights from discrete element numerical simulations. Geomorphology, 220(3): 104–113.
Krohn K, Jaumann R, Otto K, et al. 2014. Mass movement on Vesta at steep scarps and crater rims.
Icarus, 244: 120–132.