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HARVARD Citation
Li, G. et al. (2020). An unconditionally stable and high-accuracy finite element scheme for dynamic analysis of saturated poroelastic media. Soil dynamics and earthquake engineering. p. . [Online].
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Li, G. et al. (2020). An unconditionally stable and high-accuracy finite element scheme for dynamic analysis of saturated poroelastic media. Soil dynamics and earthquake engineering. p. . [Online].