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Published in 2020 at "Soils and Foundations"
DOI: 10.1016/j.sandf.2020.11.005
Abstract: Abstract The development of a hydro-mechanically coupled Coupled-Eulerian–Lagrangian (CEL) method and its application to the back-analysis of vibratory pile driving model tests in water-saturated sand is presented. The predicted pile penetration using this approach is…
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Keywords:
hydro mechanically;
model tests;
cel method;
method ... See more keywords