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Influence of water saturation on propagation of elastic waves in transversely isotropic nearly saturated soil
引用本文:李保忠,蔡袁强. Influence of water saturation on propagation of elastic waves in transversely isotropic nearly saturated soil[J]. Journal of Zhejiang University. Science. B, 2003, 0(6)
作者姓名:李保忠  蔡袁强
作者单位:Department of Civil Engineering,Department of Civil Engineering Zhejiang University,Hangzhou 310027,China,Zhejiang University,Hangzhou 310027,China
基金项目:Project(No .810 67)supportedbyFOKYingTungEducationFoundation,EducationMinistryofChina
摘    要:INTRODUCTIONIthaslongbeenrecognizedthatcompression alwavespropagationinsaturatedsoilsisstronglyaffectedbythewaterfillingtheintersticesofthesoilgrains.HardinandRichart(1 963 )appliedthetwo phasetheoryofBiot(1 956)andstudiedtheinfluenceoftheconfiningpressur…


Influence of water saturation on propagation of elastic waves in transversely isotropic nearly saturated soil
Abstract:Biot's two phase theory for fluid saturated porous media was applied in a study carried out to investigate the influence of water saturation on propagation of elastic wave in transversely isotropic nearly saturated soil. The characteristic equations for wave propagation were derived and solved analytically. The results showed that there are four waves: the first and second quasi longitudinal waves (QP1 and QP2), the quasi transverse wave (QSV) and the anti plane transverse wave (SH). Numerical results are given to illustrate the influence of saturation on the velocity, dispersion and attenuation of the four body waves. Some typical numerical results are discussed and plotted. The results can be meaningful for soil dynamics and earthquake engineering.
Keywords:Saturation   Transversely isotropic   Nearly saturated   Dispersion   Attenuation
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