| Project/Area Number |
18340134
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| Research Category |
Grant-in-Aid for Scientific Research (B)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Solid earth and planetary physics
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| Research Institution | Yokohama City University |
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Principal Investigator |
YOSHIOKA Naoto Yokohama City University, International Graduate School of Arts and Sciences, Professor (10167728)
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| Co-Investigator(Kenkyū-buntansha) |
SAKAGUCHI Hide Japan Agency for Marine-Earth Science and Technology, Institute for Research on Earth Evolution, Group Leader (10235145)
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| Project Period (FY) |
2006 – 2007
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| Project Status |
Completed (Fiscal Year 2007)
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| Budget Amount *help |
¥10,870,000 (Direct Cost: ¥10,300,000、Indirect Cost: ¥570,000)
Fiscal Year 2007: ¥2,470,000 (Direct Cost: ¥1,900,000、Indirect Cost: ¥570,000)
Fiscal Year 2006: ¥8,400,000 (Direct Cost: ¥8,400,000)
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| Keywords | self-organized criticality / characteristic earthquake / sand-pile experiment / stress chain / earthquake prediction / photo-elasticity / discrete element method / simulation |
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| Research Abstract |
It is known that the behavior of avalanches in sandpile experiments is categorized into two types; one is the self-organized criticality like behavior, and another is the characteristic earthquake like behavior. These two types are determined solely by the ratio of sand diameter to the diameter of the disk on which the sandpile is created. This fact has been confirmed by a number of experiments, but the satisfactory physical explanation has not been given. The purpose of this study is to clarify the underlying physics of this phenomenon. We focus on the stress chain structure inside a sandpile. So we use a photo-elastic analysis of two-dimensional sandpile made of photo-elastic material and a simulation by discrete element method(DEM).
A detailed observation of the results of the experiment and the simulation suggests a possible mechanism of avalanches: for a sandpile in a critical state, what determines the size of avalanches may be some kind of inhomogeneity.
When the pile is small, the size of avalanches is small because the uneven distribution of particles on the surface may be the dominant inhomogeneity of the system. When the pile becomes large, however, the deep inside of the pile is tightened and consolidated while the part near the surface is never tightened because of the repeated avalanches. The contrast in strength becomes the main factor of the inhomogeneity.
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