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National Chung Hsing University Institutional Repository - NCHUIR > 農業暨自然資源學院 > 水土保持學系 > 依資料類型分類 > 期刊論文 >  Dynamic response of a soft soil layer to flow and periodical disturbance

Please use this identifier to cite or link to this item: http://nchuir.lib.nchu.edu.tw/handle/309270000/130338

標題: Dynamic response of a soft soil layer to flow and periodical disturbance
作者: Hsieh, P.C.
謝平城
關鍵字: boundary-layer correction;two-parameter perturbation;boundary effect;induced pore pressures;wave-induced stresses;water-waves;poroelastic;bed
日期: 2003
Issue Date: 2012-12-07 15:53:52 (UTC+8)
關連: International Journal for Numerical and Analytical Methods in Geomechanics, Volume 27, Issue 11, Page(s) 927-949.
摘要: The dynamic response of a soft soil layer of finite thickness under the mutual effects of flow and periodical disturbance at the free surface is discussed in this work. The homogeneous water is governed by potential theory and the soil layer obeys Biot's theory of poroelasticity. The boundary-value problem is solved by an analytical algorithm, in which the wave number is found first. Secondly, the closed form solutions are found by a two-parameter perturbation method with the boundary-layer correction. The results are also cornpared with those of the poroelastic soil layer of infinite thickness to show the impermeable rigid boundary effect. Copyright (C) 2003 John Wiley Sons, Ltd.
Relation: International Journal for Numerical and Analytical Methods in Geomechanics
Appears in Collections:[依資料類型分類] 期刊論文
[依教師分類] 謝平城

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