Page 103 - Numerical Analysis and Modelling in Geomechanics
P. 103

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            Figure  3.13  Distribution  of  the  wave-induced  pore  pressure  against  θ  in  an  anisotropic
            seabed for various values of cover layer depth (B) with a cover layer of (a) coarse sand
            and (b) gravel.
            magnification in the gravel is quite large which may actually take account of this
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