斜面崩壊に至るスライドの加速モデル

書誌事項

タイトル別名
  • 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

  • 地すべり

    地すべり 32 (2), 10-16_1, 1995

    公益社団法人 日本地すべり学会

参考文献 (20)*注記

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詳細情報 詳細情報について

  • CRID
    1390282679522441088
  • NII論文ID
    10013869760
  • NII書誌ID
    AN00332562
  • DOI
    10.3313/jls1964.32.2_10
  • ISSN
    18843956
    02852926
  • データソース種別
    • JaLC
    • Crossref
    • CiNii Articles
  • 抄録ライセンスフラグ
    使用不可

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