Pure risk premium rating of debris flows based on a dynamic run-out model: a case study in Anzhou, China

2021 ◽  
Author(s):  
Zhifei Deng ◽  
Jifu Liu ◽  
Lanlan Guo ◽  
Jiaoyang Li ◽  
Junming Li ◽  
...  
Keyword(s):  
2009 ◽  
Vol 6 (3) ◽  
pp. 266-273 ◽  
Author(s):  
Jinn-Chyi Chen ◽  
Ching-Weei Lin ◽  
Lung-Chang Wang
Keyword(s):  

2018 ◽  
Vol 15 (3) ◽  
pp. 618-630 ◽  
Author(s):  
Artem A. Rybchenko ◽  
Alena V. Kadetova ◽  
Elena A. Kozireva

Author(s):  
Leonardo Cascini ◽  
Sabatino Cuomo ◽  
Manuel Pastor ◽  
Ilaria Rendina

2007 ◽  
Vol 85 (1-2) ◽  
pp. 119-137 ◽  
Author(s):  
V. Jomelli ◽  
D. Brunstein ◽  
D. Grancher ◽  
P. Pech

2012 ◽  
Vol 256-259 ◽  
pp. 2713-2723 ◽  
Author(s):  
Li Ping Liao ◽  
Ying Yan Zhu ◽  
D.H.Steve Zou ◽  
Zhi Quan Yang ◽  
Waseem Muhammad ◽  
...  

Glacial debris flows along International Karakorum Highway (KKH) connecting northern Pakistan with China, are always causing so extreme threats to a majority of bridges built along KKH. So the improvement project of KKH has been being carried out by China Road & Bridge Corporation in 2008. However it is necessary to collect the detailed data about the damages to bridges and obtain the most dangerous key position. The series of field investigations from 2008 to 2011 demonstrate that the damages are classified into four categories: deposition under bridge, abrasive erosion, impact on piers or abutment and collapse due to buoyancy. Statistics indicate deposition under bridge is the most dominant damage whereas the most serious damage is the impact on piers or abutments. Therefore a case study on key point is made for the typical bridge subjected to impact from Ghulkin glacial debris flow. Finally prevention measures are given.


2012 ◽  
Vol 12 (10) ◽  
pp. 3075-3090 ◽  
Author(s):  
H. Y. Hussin ◽  
B. Quan Luna ◽  
C. J. van Westen ◽  
M. Christen ◽  
J.-P. Malet ◽  
...  

Abstract. The occurrence of debris flows has been recorded for more than a century in the European Alps, accounting for the risk to settlements and other human infrastructure that have led to death, building damage and traffic disruptions. One of the difficulties in the quantitative hazard assessment of debris flows is estimating the run-out behavior, which includes the run-out distance and the related hazard intensities like the height and velocity of a debris flow. In addition, as observed in the French Alps, the process of entrainment of material during the run-out can be 10–50 times in volume with respect to the initially mobilized mass triggered at the source area. The entrainment process is evidently an important factor that can further determine the magnitude and intensity of debris flows. Research on numerical modeling of debris flow entrainment is still ongoing and involves some difficulties. This is partly due to our lack of knowledge of the actual process of the uptake and incorporation of material and due the effect of entrainment on the final behavior of a debris flow. Therefore, it is important to model the effects of this key erosional process on the formation of run-outs and related intensities. In this study we analyzed a debris flow with high entrainment rates that occurred in 2003 at the Faucon catchment in the Barcelonnette Basin (Southern French Alps). The historic event was back-analyzed using the Voellmy rheology and an entrainment model imbedded in the RAMMS 2-D numerical modeling software. A sensitivity analysis of the rheological and entrainment parameters was carried out and the effects of modeling with entrainment on the debris flow run-out, height and velocity were assessed.


Landslides ◽  
2014 ◽  
Vol 12 (5) ◽  
pp. 831-846 ◽  
Author(s):  
M. Nocentini ◽  
V. Tofani ◽  
G. Gigli ◽  
F. Fidolini ◽  
N. Casagli

2017 ◽  
Vol 9 (1) ◽  
pp. 196-210 ◽  
Author(s):  
Fei Qiu ◽  
Jianling Huang ◽  
Yange Li ◽  
Zheng Han ◽  
Weidong Wang ◽  
...  

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