Empirical curve-fitting parameters for a porewater pressure generation model for use in 1-D effective stress-based site response analysis
Empirical curve-fitting parameters for a porewater pressure generation model for use in 1-D effective stress-based site response analysis
X. Mei; Scott M. Olson; Youssef M.A. Hashash
6th International Conference on Earthquake Geotechnical Engineering (Christchurch, New Zealand)
Numerical and constitutive modelling techniques for soil liquefaction
Numerical & Constitutive Modeling, Soil Dynamics
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