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| Content Provider | Springer Nature Link |
|---|---|
| Author | Zhou, Gordon G. D. Ng, Charles W. W. Sun, Q. C. |
| Copyright Year | 2013 |
| Abstract | A granular body may deform in a continuous fashion such that the solid particles remain in close contact. Previous research works have always used the frictional Coulomb-like continuum treatment for analyzing granular bodies. However, this approach is only applicable for quasi-static conditions and cannot capture the complicated granular contact behavior of solid particles inside a failing granular body. This paper applies a revised Savage–Hutter equation to model granular flows moving down a confined, sloping channel. The Coulomb contact friction law is modified to consider the effect of the shear rate inside a granular body. This new method also considers the confinement effect of a sloping channel on granular flow mobility. The derived depth-averaged equations of motion bear a resemblance to nonlinear shallow-water wave equations. Results computed using the derived equations are compared with measurements from flume model tests, and consistency is found between the two. |
| Starting Page | 369 |
| Ending Page | 384 |
| Page Count | 16 |
| File Format | |
| ISSN | 1612510X |
| Journal | Landslides |
| Volume Number | 11 |
| Issue Number | 3 |
| e-ISSN | 16125118 |
| Language | English |
| Publisher | Springer Berlin Heidelberg |
| Publisher Date | 2013-04-03 |
| Publisher Place | Berlin, Heidelberg |
| Access Restriction | One Nation One Subscription (ONOS) |
| Subject Keyword | Theoretical solution Confined granular flow Modified Savage–Hutter model Contact friction law Natural Hazards Geography (general) Agriculture Civil Engineering |
| Content Type | Text |
| Resource Type | Article |
| Subject | Geotechnical Engineering and Engineering Geology |
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