Mathematical modelling for ground consolidation settlements induced by lining leakage of shield tunnel under train loading in viscoelastic porous soils
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DOI: 10.1016/j.apm.2021.05.025
Abstract: Abstract The long-term leakage of lining under train loading has a significant impact on the consolidation settlements around shield tunnel and the rheological behaviour of viscoelastic porous soils will further exacerbate this consequence, which adversely… read more here.
Keywords: lining leakage; consolidation settlements; train loading; viscoelastic porous ... See more keywords