Study on the Mechanical Behavior of a Secondary Tunnel Lining with a Yielding Layer in Transversely Isotropic Rock Stratum
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DOI: 10.1007/s00603-020-02107-1
Abstract: For tunnels excavated in soft layered rock strata, the secondary lining is susceptible to asymmetrical pressure and substantial concrete cracking. To solve this problem, a supporting system that combines a secondary lining with a highly… read more here.
Keywords: layer; tunnel; yielding layer; force ... See more keywords