Study of the Dilatancy/Contraction Mechanism of Landslide Fluidization Behavior Using an Initially Saturated Granular Column Collapse Simulation-Reference-Cited by-同舟云学术

Study of the Dilatancy/Contraction Mechanism of Landslide Fluidization Behavior Using an Initially Saturated Granular Column Collapse Simulation

Published:2021-09-28 Issue:10 Volume:57 Page:
ISSN:0043-1397
Container-title:Water Resources Research
language:en
Short-container-title:Water Res

Author:

Liang Heng¹^ORCID,He Siming¹²³^ORCID,Jiang Yuanjun¹²

Affiliation:

1. Key Laboratory of Mountain Hazards and Earth Surface Process Institute of Mountain Hazards and Environment Chinese Academy of Sciences (CAS) Chengdu China

2. University of Chinese Academy of Sciences Beijing China

3. CAS Center for Excellence in Tibetan Plateau Earth Sciences Beijing China

Funder

National Natural Science Foundation of China

Publisher

American Geophysical Union (AGU)

Subject

Water Science and Technology

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1029/2020WR028802

Reference70 articles.

1. Simulation of three-dimensional rapid free-surface granular flow past different types of obstructions using the SPH method

2. Fluid Mechanical Description of Fluidized Beds. Equations of Motion

3. Collapse of quasi-two-dimensional wet granular columns

4. Unsaturated soil mechanics

5. Granular collapse in two dimensions

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