Effect of Steel Fiber Volume Ratio on Bending Moment Transfer Coefficient of SFRC Shield Tunnel Under Staggered Assembling
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-4045-5_29
Reference14 articles.
1. Jin, H., Tian, Q.R., Li, Z., et al.: Ability of vibration control using rubberized concrete for tunnel invert-filling. Constr. Build. Mater. 317, 125932 (2022)
2. Jin, H., Yu, S., Zhou, S.H., Xiao, J.H.: Research on mechanics of longitudinal joint in shield tunnel by the nonlinear spring equivalent method. KSCE J. Civ. Eng. 23(2), 902–913 (2019)
3. Jin, H., Yu, S.: Study on corrosion-induced cracks for the concrete with transverse cracks using an improved CDM-XFEM. Constr. Build. Mater. 318, 126173 (2022)
4. Jin, H., Tian, Q.R., Li, Z.: Crack development of rebar rust in rubberized concrete using mesoscale model. Constr. Build. Mater. 321, 126409 (2022)
5. Meng, G., Gao, B., Zhou, J., et al.: Experimental investigation of the mechanical behavior of the steel fiber reinforced concrete tunnel segment. Constr. Build. Mater. 126, 98–107 (2016)
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