地すべり挙動の弾粘塑性有限要素解析

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  • Application of Finite Element Method on the Basis of Elasto-Viscoplastic Model to Landslide Problems.
  • ジスベリ キョドウ ノ ダンネンソセイ ユウゲン ヨウソ カイセキ

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This paper discusses the applications of Finite Element Method on the basis of the elasto-viscoplastic model to landslide problems. Fluidity parameter “γ” is determined from the examinations of the analytical value in comparison with the observed data. Some results from this paper can be summed up as follows.<br>1) It can be inferred that the fluidity parameter “γ” of landslide area-A is 1×10-5 (day-1).<br>2) The effect of dewatering method in landslide area-C were proved by the above numerical method.<br>3) Using the above numerical model, it may be possible to make predictions on the future trend of deformation and time.

収録刊行物

  • 地すべり

    地すべり 31 (4), 1-8, 1995

    公益社団法人 日本地すべり学会

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