Time-domain dynamic constitutive model suitable for mucky soil site seismic response
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11803-024-2222-3.pdf
Reference43 articles.
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3. Boulanger RW and Ziotopoulou K (2019), “A Constitutive Model for Clays and Plastic Silts in PlaneStrain Earthquake Engineering Applications,” Soil Dynamics and Earthquake Engineering, 127: 105832.
4. Chen GX, Zhao DF, Chen WY, et al. (2019), “Excess Pore-Water Pressure Generation in Cyclic Undrained Testing,” Journal of Geotechnical and Geoenvironmental Engineering, 145(7): 04019022.
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