Stability of two circular tunnels at different depths in cohesive-frictional soils subjected to surcharge loading
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DOI: 10.1016/j.compgeo.2019.04.006
Abstract: Abstract Adaptive finite element limit analysis (AFELA) is employed to investigate the stability of two circular tunnels at different depths in cohesive-frictional soils subjected to surcharge loading. The upper and lower bounds of the tunnel… read more here.
Keywords: tunnels different; stability two; stability; different depths ... See more keywords