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The choice of stiffness profile can be crucial in a site response analysis. This research aims to study site response predictions at the large-scale seismic test site in Lotung, Taiwan, employing three different approaches to choosing the stiffness profile in nonlinear and equivalent linear...
Liquefaction of soil is a phenomenon where effective stresses get reduced due to the generation of excess pore-water pressures during earthquake shaking. This is manifested by loss of soil stiffness and shear strength. It is a general practice to evaluate the liquefaction potential using EPP...
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