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- W2034261038 abstract "A dynamic analysis code has been expanded from the previous quasi-static code and the effect of inertia term is added. In this paper, the influence of inertia term on the pore water pressure is investigated in detail under a uniform deformation field theoretically and it is found that the distribution of pore water pressure is parabolic if there is inertia term. Then in order to verify the calculation precision of this code, the soil-water coupled numerical calculation is carried out based on the assumption of uniform deformation. Special distributively pore water pressure is applied to each finite element according to its radius to keep the uniformity of deformation. The results show that the maximum of pore water pressure appears at the center of circle and it gradually decreases along the radius, which proves the precision of the dynamic analysis code is very high." @default.
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- W2034261038 date "2014-09-01" @default.
- W2034261038 modified "2023-09-23" @default.
- W2034261038 title "Analysis of Pore Water Pressure in Specimen under 3D Uniform Deformation Field Considering Inertia Effect" @default.
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- W2034261038 doi "https://doi.org/10.4028/www.scientific.net/amr.1030-1032.1056" @default.
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