›› 2005, Vol. 26 ›› Issue (12): 1917-1920.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Vibration analysis of transversely isotropic saturated soils

CAI Yuan-qiang1, ZHAN Hong1, ZHENG Zao-feng2, XU Chang-jie1   

  1. 1. Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China; 2. Hangzhou Architectural Design Research Institute, Hangzhou, 310001, China
  • Received:2004-05-21 Online:2005-12-10 Published:2014-01-12

Abstract: Based on the saturated porous medium’s theory, the inertia force of both the soil and the water is considered; the stable vibration problem of transversely isotropic saturated soils is studied. Hankel transform is used to obtain the displacement, stress and porewater pressure in integral form. The numerical inversion of Hankel transform is used to obtain some numerical results. Finally, the effect of the type and degree of soils anisotropy on the vertical amplitude of displacement is investigated.

Key words: transversely isotropic, saturated soils, harmonic loads, Hankel transform, dynamic response

CLC Number: 

  • TU 435
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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