Evaluation of dynamic mechanical property of bedding plane and development for estimating sliding displacement in earthquake-induced landslide
| Project/Area Number |
23560591
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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| Allocation Type | Multi-year Fund |
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| Section | 一般 |
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| Research Field |
Geotechnical engineering
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| Research Institution | Yamaguchi University |
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Principal Investigator |
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| Co-Investigator(Kenkyū-buntansha) |
梅崎 健夫 信州大学, 工学部, 准教授 (50193933)
梅村 順 日本大学, 工学部, 講師 (70256816)
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| Project Period (FY) |
2011 – 2013
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| Project Status |
Completed (Fiscal Year 2013)
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| Budget Amount *help |
¥4,680,000 (Direct Cost: ¥3,600,000、Indirect Cost: ¥1,080,000)
Fiscal Year 2013: ¥1,040,000 (Direct Cost: ¥800,000、Indirect Cost: ¥240,000)
Fiscal Year 2012: ¥780,000 (Direct Cost: ¥600,000、Indirect Cost: ¥180,000)
Fiscal Year 2011: ¥2,860,000 (Direct Cost: ¥2,200,000、Indirect Cost: ¥660,000)
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| Keywords | リングせん断 / 繰返し載荷 / 不連続面 / 残留強度 / 固結 / 地すべり / 地震 / せん断強さ / 層理面 |
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| Research Abstract |
The failure process and mechanism of a bedding plane resulting from an earthquake-induced landslide have been not understood. This study aimed for clarifying dynamic behavior and strength property of specimen having a strength discontinuous plane such as bedding plane. The developed cyclic loading ring shear tests were carried out with mono layer specimens with either non-cemented or cemented samples, and with a laminated layer specimen consisting of non-cemented and cemented samples under a constant volume condition. The cyclic shear behavior and strength for these specimens to reach a failure state were examined based on the test results. As a result, the laminated layer specimen showed lower cyclic shear strength as compared with the other specimens.
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Report
(4 results)
Research Products
(4 results)
