書誌事項
- タイトル別名
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- A Model for Acceleration of Slide to Slope Failure
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抄録
A basic model of the slide to slope failure is derived from three assumptions . The basic slide equation in tertiary creep is given as following: υ=a υ+bυ2. Here, υ is the velocity of displacement, υ the time differential of υ, a and b the constants. This equation expresses the acceleration mechanism of soil mass to slope failure and is available as a model of slope failure prediction. For friction coefficient (μ) theμ-υ relationship obtained shows the same tendency as the result of Dieterich, that is, μ decreases exponentially if υ increases. Lastly, the mutual relation of μ, υ and displacement (l) become clear by use of coefficients a, b and other physical parameters.
収録刊行物
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- 地すべり
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地すべり 32 (2), 10-16_1, 1995
公益社団法人 日本地すべり学会
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詳細情報 詳細情報について
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- CRID
- 1390282679522441088
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- NII論文ID
- 10013869760
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- NII書誌ID
- AN00332562
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- ISSN
- 18843956
- 02852926
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- データソース種別
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- JaLC
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可