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Published in 2020 at "Journal of rock mechanics and geotechnical engineering"
DOI: 10.1016/j.jrmge.2019.04.007
Abstract: Abstract To estimate the required support pressure for stability of circular tunnels in two layered clay under undrained condition, numerical solutions are developed by performing finite element lower bound limit analysis in conjunction with second-order…
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Keywords:
tunnels two;
circular tunnels;
clay;
support pressure ... See more keywords