Viscoelastic creep model and parameter inversion of bond interface in steel plate reinforced tunnel lining

Author:

Zhang KepingORCID,Zhang Xiaohui,Zhou Shunhua,Panesar Daman K.,Ogunsanya Ibrahim G.

Funder

National Natural Science Foundation of China

Shanghai Municipal Natural Science Foundation

National Key Research and Development Program of China

National Key Research and Development Program of China Stem Cell and Translational Research

China Scholarship Council

Publisher

Elsevier BV

Reference41 articles.

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3. Full–scale experimental test for load–bearing behavior of the carbon fiber shell reinforced stagger–jointed shield tunnel;Zhang;Compos. Struct.,2023

4. Discussion on deformation and failure of segmental metro tunnel linings;Liu;China Civ. Eng. J.,2020

5. Semi–analytical solution for ultimate bearing capacity of straight–jointed segmental tunnel lining;Zhang;Tunn. Undergr. Space Technol.,2023

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