The influence of interfacial joints on the structural behavior of segmental tunnel rings subjected to ground pressure

Author:

Zhang Jiao-Long,Schlappal Thomas,Yuan Yong,Mang Herbert A.,Pichler Bernhard

Funder

Austrian Science Fund

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference48 articles.

1. Three dimensional structural response of segmental tunnel linings;Arnau;Eng. Struct.,2012

2. Theoretical and numerical analysis of the three-dimensional response of segmental tunnel linings subjected to localized loads;Arnau;Tunn. Undergr. Space Technol.,2015

3. Longitudinal time-dependent response of segmental tunnel linings;Arnau;Tunn. Undergr. Space Technol.,2012

4. Pervasiveness of excessive segmental bridge deflections: wake-up call for creep;Bažant;ACI Struct. J.,2011

5. Bažant, Z., Hubler, M., Wendner, R., 2014. Model B4 for creep, drying shrinkage and autogenous shrinkage of normal and high-strength concretes with multi-decade applicability. TC-242-MDC multi–decade creep and shrinkage of concrete: material model and structural analysis. RILEM Mater. Struct.

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