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Published in 2021 at "Computers and Geotechnics"
DOI: 10.1016/j.compgeo.2021.104362
Abstract: Abstract This paper investigates the passive instability of the working face of large-diameter shield tunneling in frictional soils by developing a new mechanism. The proposed composite mechanism comprises rotational and translational blocks, and failure is…
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Keywords:
diameter shield;
failure;
composite mechanism;
large diameter ... See more keywords