Quantitative Evaluation Index for Analysis of Assembly Effect on Shield Tunnel Segment Structures

KSCE Journal of Civil Engineering - Tập 26 Số 9 - Trang 4117-4127 - 2022
Xun Liu1,2, Kun Feng2, Chuan He2, Haihua Zhang3
1Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University, Nanjing, China
2Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu, China
3China-Japan RSC Structure Research Center, Southwest Jiaotong University, Chengdu, China

Tóm tắt

Từ khóa


Tài liệu tham khảo

Altenburg AA (1997) The influence of number of segments due to the crosssectional forces. PhD Graduation Project, Delft University of Technology, Delft, The Netherlands

Arnau O, Molins C (2015) Theoretical and numerical analysis of the three-dimensional response of segmental tunnel linings subjected to localized loads. Tunnelling and Underground Space Technology 49:384–399, DOI: https://doi.org/10.1016/j.tust.2015.05.012

Avanaki MJ (2019) Effects of hybrid steel fiber reinforced composites on structural performance of segmental linings subjected to TBM jacks. Structural Concrete 20:1909–1925, DOI: https://doi.org/10.1002/suco.201800322

Ding W, Chen X, Jin Y, Qiao Y (2021) Flexural behavior of segmental joint containing double rows of bolts: Experiment and simulation. Tunnelling and Underground Space Technology 112:103940, DOI: https://doi.org/10.1016/j.tust.2021.103940

Feng K, He C, Qiu Y, Zhang L, Wang W, Xie H, Cao S (2018) Full-scale tests on bending behavior of segmental joints for large underwater shield tunnels. Tunnelling and Underground Space Technology 75:100–116, DOI: https://doi.org/10.1016/j.tust.2018.02.008

Huang L, Huang S, Lai Z, Liang Y (2020) The effective flexural stiffness of segment joints in large-diameter tunnel under various loading conditions. Structural Concrete 21:2824–2835, DOI: https://doi.org/10.1002/suco.202000401

Huang X, Liu W, Zhang Z, Wang Q, Wang S, Zhuang Q, Zhang C (2019) Exploring the three-dimensional response of a water storage and sewage tunnel based on full-scale loading tests. Tunnelling and Underground Space Technology 88:156–168, DOI: https://doi.org/10.1016/j.tust.2019.03.003

Japan Society of Civil Engineers (1996) Japanese standard for shield tunnelling, 3rd edition. Subcommittee Japan Society of Civil Engineers, Tokyo, Japan

Liao S, Men Y, Xiao M-Q, Zhang D (2017) Field tests on longitudinal stress relaxation along shield tunnel in soft ground. Chinese Journal of Geotechnical Engineering 39:795–803, DOI: https://doi.org/10.11779/CJGE201705003

Liu X, Dong Z, Song W, Bai Y (2018) Investigation of the structural effect induced by stagger joints in segmental tunnel linings: Direct insight from mechanical behaviors of longitudinal and circumferential joints. Tunnelling and Underground Space Technology 71:271–291, DOI: https://doi.org/10.1016/j.tust.2017.08.030

Liu X, Feng K, He C, Zhao L (2021) Prototype test of the mechanical behavior and failure mechanism of segment structure with distributed mortises and tenons. Structural Concrete 21:1–15, DOI: https://doi.org/10.1002/suco.202100539

Liu X, Zhang Y, Wang R (2020) Discussion on deformation and failure of segmental metro tunnel linings. China Civil Engineering Journal 53(5):118–128

Lorenzo SG (2021) Structural response of concrete segmental linings in transverse interaction with the TBM. Part 2: Non-axisymmetric conditions. Tunnelling and Underground Space Technology 104024, DOI: https://doi.org/10.1016/j.tust.2021.104024

Majdi A, Ajamzadeh H, Kiani M (2010) Numerical evaluation of the influence of bolted-and non-bolted joints on segmental tunnel lining behavior in line 4 Tehran subways. ISRM international symposium — 6th Asian rock mechanics symposium, October 23–27, New Delhi, India

Molins C, Arnau O (2011) Experimental and analytical study of the structural response of segmental tunnel linings based on an in situ loading test. Part 1: Test configuration and execution. Tunnelling and Underground Space Technology 26:764–777, DOI: https://doi.org/10.1016/j.tust.2011.05.002

Teachavorasinskun S, Chub-Uppakarn T (2009) Experimental verification of joint effects on segmental tunnel lining. Electronic Journal of Geotechnical Engineering 14:1–8

Teachavorasinskun S, Chub-Uppakarn T (2010) Influence of segmental joints on tunnel lining. Tunnelling and Underground Space Technology 25:490–494, DOI: https://doi.org/10.1016/j.tust.2010.02.003

Trabucchi I, Tiberti G, Plizzari GA (2021) A parametric numerical study on the behavior of large precast tunnel segments during TBM thrust phase. Engineering Structures 241:112253, DOI: https://doi.org/10.1016/j.engstruct2021.112253

Xian L, Zhenhua Y, Yanqing M (2021) Temporal variation laws of longitudinal stress on cross section of shield tunnels. Chinese Journal of Geotechnical Engineering 43(1):188–193

Zhang L, Feng K, Li M, Sun Y, He C, Xiao M (2019) Analytical method regarding compression-bending capacity of segmental joints: Theoretical model and verification. Tunnelling and Underground Space Technology 93:103083, DOI: https://doi.org/10.1016/j.tust.2019.103083

Zhang DM, Liu J, Li BJ, Zhong Y (2020) Shearing behavior of circumferential joints with oblique bolts in large diameter shield tunnel. China Journal of Highway and Transport 33(12):142–153, DOI: https://doi.org/10.19721/j.cnki.1001-7372.2020.12.011