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author:

Cui, Y.-F. (Cui, Y.-F..) [1] | Zhou, X.-J. (Zhou, X.-J..) [2] | Guo, C.-X. (Guo, C.-X..) [3]

Indexed by:

Scopus CSCD

Abstract:

The initiation mechanism of debris flow is regarded as the key step in understanding the debris-flow processes of occurrence, development and damage. Moreover, migration, accumulation and blocking effects of fine particles in soil will lead to soil failure and then develop into debris flow. Based on this hypothesis and considering the three factors of slope gradient, rainfall duration and rainfall intensity, 16 flume experiments were designed using the method of orthogonal design and completed in a laboratory. Particle composition changes in slope toe, volumetric water content, fine particle movement characteristics and soil failure mechanism were analyzed and understood as follows: the soil has complex, random and unstable structures, which causes remarkable pore characteristics of poor connectivity, non-uniformity and easy variation. The major factors that influence fine particle migration are rainfall intensity and slope. Rainfall intensity dominates particle movement, whereby high intensity rainfall induces a large number of mass movement and sharp fluctuation, causing more fine particles to accumulate at the steep slope toe. The slope toe plays an important role in water collection and fine particle accumulation. Both fine particle migration and coarse particle movement appears similar fluctuation. Fine particle migration is interrupted in unconnected pores, causing pore blockage and fine particle accumulation, which then leads to the formation of a weak layer and further soil failure or collapses. Fine particle movement also causes debris flow formation in two ways: movement on the soil surface and migration inside the soil. The results verify the hypothesis that the function of fine particle migration in soil failure process is conducive for further understanding the formation mechanism of soil failure and debris flow initiation. © 2017, Science Press, Institute of Mountain Hazards and Environment, CAS and Springer-Verlag Berlin Heidelberg.

Keyword:

Debris flow initiation; Fine particle migration; Flume test; Heavy rainfall; Landslide; Soil failure; Wide grading unconsolidated soil

Community:

  • [ 1 ] [Cui, Y.-F.]Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Clear Water Bay, Hong Kong, Hong Kong
  • [ 2 ] [Zhou, X.-J.]China Merchants Chongqing Communications Research & Design Institute, Chongqing, 400067, China
  • [ 3 ] [Guo, C.-X.]Fujian Academy of Building Research, Fujian Key Laboratory of Green Building Technology, Fuzhou, 350025, China
  • [ 4 ] [Guo, C.-X.]Fuzhou University, Fuzhou, 350108, China

Reprint 's Address:

  • [Cui, Y.-F.]Department of Civil and Environmental Engineering, Hong Kong University of Science and TechnologyHong Kong

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Source :

Journal of Mountain Science

ISSN: 1672-6316

Year: 2017

Issue: 3

Volume: 14

Page: 417-431

1 . 1 3 5

JCR@2017

2 . 3 0 0

JCR@2023

ESI HC Threshold:247

JCR Journal Grade:4

CAS Journal Grade:4

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 123

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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