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Published in 2017 at "Soil Dynamics and Earthquake Engineering"
DOI: 10.1016/j.soildyn.2016.12.010
Abstract: Abstract The problem is formulated on the basis of Biot's theory and the analytical layer element method, and the global stiffness matrix for the multilayered soil is established by combining continuity conditions of adjacent layers…
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Keywords:
parameters dynamic;
response vertically;
influences biot;
compressible parameters ... See more keywords