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陈龙珠, 黄秋菊, 夏唐代. 饱和地基中瑞利波的弥散特性[J]. 岩土工程学报, 1998, 20(3): 6-9.
引用本文: 陈龙珠, 黄秋菊, 夏唐代. 饱和地基中瑞利波的弥散特性[J]. 岩土工程学报, 1998, 20(3): 6-9.
Chen Longzhu, Huang Qiuju, Xia Tangdai. Dispersion of Rayleigh wave in a saturated soil ground[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(3): 6-9.
Citation: Chen Longzhu, Huang Qiuju, Xia Tangdai. Dispersion of Rayleigh wave in a saturated soil ground[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(3): 6-9.

饱和地基中瑞利波的弥散特性

Dispersion of Rayleigh wave in a saturated soil ground

  • 摘要: 基于第一作者提出的饱和土弹性波动方程,本文提出了饱和地基中端利波的频率特征方程,并由此分析了瑞利波传播速度和衰减系数随振动频率、土渗透系数等因素而变化的规律性。研究表明,在低频和低渗透条件下,饱和地基中瑞利波的速度符合经典波动理论公式,其值受第二P波的影响甚微。

     

    Abstract: Based on the theory of elastic wave in saturated soils estabblished by the fundamental equaations of Rayleigh wave in a saturated soil ground are derived herem.Analysis shows that the calssical theory for a singl-phased elastic soild could be used for calculation of the propagation velocity fo Rayleigh wave in a saturated soil ground at low frequency and/or permeability,which is almost not influenced by the second P-wave in the saturated soil.

     

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