Visualization investigation of the large deformation and instability failure of shield tunnel using transparent soil models
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference60 articles.
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3. Face stability analysis of shield-driven tunnels shallowly buried in dry sand using 1-g large-scale model tests[J];Liu;Acta Geotech.,2018
4. Influence of relative density on deformation and failure characteristics induced by tunnel face instability in sandy cobble strata[J];Di;Eng. Fail. Anal.,2022
5. Investigation of progressive settlement of sandy cobble strata for shield tunnels with different burial depths[J];Di;Eng. Fail. Anal.,2022
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