Which is more hazardous: avalanche, landslide, or mudslide?

Natural Hazards

Volumn 76, Issue 3, 2015, Pages 1939-1945

  Xu, X Z ^a   Liu, Z Y ^a   Wang, W L ^b   Zhang, H W ^c   Yan, Q ^a   Zhao, C ^a   Guo, W Z ^a  

^a DALIAN UNIVERSITY OF TECHNOLOGY   (China)

^b NORTHWEST A F UNIVERSITY   (China)

^c TSINGHUA UNIVERSITY   (China)

Author keywords

Behavior; Loess Plateau; Mass failure; Role; Trigger

Indexed keywords

EID: 84925465415     PISSN: 0921030X     EISSN: 15730840     Source Type: Journal    
DOI: 10.1007/s11069-014-1570-0     Document Type: Article

References (19)

1. Acharya G, Tom C, Tim D et al (2011) Quantifying and modeling post-failure sediment yields from laboratory-scale soil erosion and shallow landslide experiments with silty loess. Geomorphology 129:49–58
2. Ali A, Huang J, Lyamin AV, Sloan SW, Cassidy MJ (2014) Boundary effects of rainfall-induced landslides. Comput Geotech 61:341–354
3. Au SWC (1998) Rain-induced slope instability in Hong Kong. Eng Geol 51:1–36
4. Benda L, Dunne T (1997) Stochastic forcing of sediment supply to channel networks from landsliding and debris flow. Water Resourc Res 33:2849–2863
5. Fourie AB (1996) Predicting rainfall-induced slope instability. Proc Inst Civil Eng Geotech Eng 119:211–218
6. Guzzetti F, Ardizzone F, Cardinali M, Rossi M, Valigi D (2009) Landslide volumes and landslide mobilization rates in Umbria, central Italy. Earth Planet Sci Lett 279:222–229
7. Haflidason H, Lien R, Sejrup HP, Forsberg CF, Bryn P (2005) The dating and morphometry of the Storrega Slide. Mar Petrol Geol 22:187–194
8. Iverson RM, Reid ME, Iverson NR, LaHusen RG, Logan M, Mann JE, Brien DL (2000) Acute sensitivity of landslide rates to initial soil porosity. Science 290:513–516
9. Keefer DK, Larsen MC (2007) Assessing Landslide Hazards. Science 316:1136–1137
10. Liu B, Zhai M, Wu F (1990) Gully erosion on the North Weihe Plateau. Memoir of NISWC. Mem NISWC Acad Sinica Minist Water Conserv 12:25–33 (in Chinese)
11. Lourenco SDN, Sassa K, Fukuoka H (2006) Failure process and hydrologic response of a two layer physical model: implications for rainfall-induced landslides. Geomorphology 73:115–130
12. Montgomecry DR, Dietrich WE (1994) A physically based model for the topographic control on shallow landsliding. Water Resourc Res 30:1153–1171
13. Shroder JF, Bishop MP (1998) Mass movement in the Himalaya: new insights and research directions. Geomorphology 26:13–35
14. Tang KL (2004) Soil and water conservation in China. Science Press, Beijing, 100–104 (in Chinese)
15. Wang DF, Zhao XY, Ma HL, Yao BS (1993) An investigation on the gravity erosion on the loess area. Soil Water Conserv China 12:26–28 (in Chinese)
16. Wang F, Zhang C, Peng Y, Zhou H (2014) Diurnal temperature range variation and its causes in a semiarid region from 1957 to 2006. Int J Climatol 34:343–354
17. Xu X-Z, Zhang H-W, Wang W-L, Zhao C, Yan Q (2015) Quantitative monitoring of gravity erosion using a novel 3D surface measuring technique: validation and case study. Nat Hazards 75(2):1927–1939
18. Zhang CS, Zhang YC, Zhang LH (2004) Danger assessment of collapses, landslides and debris flows of geological hazards in China. J Geomech 10:27–32 (in Chinese)
19. Zhang C, Wang D, Wang G, Yang W, Liu X (2014) Regional differences in hydrological response to canopy interception schemes in a land surface model. Hydrol Process 28:2499–2508