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(2019)
Lateral load behaviour
S. Teachavorasinskun, Tanan Chub-uppakarn (2010)
Influence of segmental joints on tunnel liningTunnelling and Underground Space Technology, 25
Rga Waal (2000)
Steel fibre reinforced tunnel segments - for the application in shield driven tunnel linings
M. Avanaki, Abdollah Hoseini, S. Vahdani, A. Fuente (2018)
Numerical-aided design of fiber reinforced concrete tunnel segment joints subjected to seismic loadsConstruction and Building Materials, 170
Bo Tvede-Jensen, M. Faurschou, T. Kasper (2017)
A modelling approach for joint rotations of segmental concrete tunnel liningsTunnelling and Underground Space Technology, 67
(1983)
Tragverhalten von Tunnelausbauten mit gelenktübbings
N. Do, D. Dias, P. Oreste, I. Djeran-Maigre (2014)
Three-dimensional numerical simulation for mechanized tunnelling in soft ground: the influence of the joint patternActa Geotechnica, 9
Zhong Xiao-chun, Zhu Wei, H. Zhengrong, Han Yuewang (2006)
Effect of joint structure on joint stiffness for shield tunnel liningTunnelling and Underground Space Technology, 21
W. Ding, Chenjie Gong, K. Mosalam, K. Soga (2017)
Development and application of the integrated sealant test apparatus for sealing gaskets in tunnel segmental jointsTunnelling and Underground Space Technology, 63
M. Nematollahi, H. Molladavoodi, D. Dias (2020)
Three-dimensional numerical simulation of the Shiraz subway second line – influence of the segmental joints geometry and of the lagging distance between twin tunnels’ facesEuropean Journal of Environmental and Civil Engineering, 24
Zhi-guo Yan, Yi Shen, Hehua Zhu, Yong Lu (2016)
Experimental study of tunnel segmental joints subjected to elevated temperatureTunnelling and Underground Space Technology, 53
N. Do, D. Dias, P. Oreste, I. Djeran-Maigre (2013)
2D numerical investigation of segmental tunnel lining behaviorTunnelling and Underground Space Technology, 37
Jian Sun, H. Qiu, Hongbo Jiang (2018)
Lateral load behaviour of a rectangular precast shear wall involving vertical bolted connectionsAdvances in Structural Engineering, 22
(2000)
Study on the improvement of design method of segments for shield-driven tunnels
Xian Liu, Zibo Dong, Wei Song, Yun Bai (2018)
Investigation of the structural effect induced by stagger joints in segmental tunnel linings: Direct insight from mechanical behaviors of longitudinal and circumferential jointsTunnelling and Underground Space Technology, 71
(2018)
Numericalaided design of fiber reinforced concrete tunnel segment joints subjected to seismic loads
Chenjie Gong, W. Ding, K. Mosalam, S. Günay, K. Soga (2017)
Comparison of the structural behavior of reinforced concrete and steel fiber reinforced concrete tunnel segmental jointsTunnelling and Underground Space Technology, 68
Xiaojun Li, Zhi-guo Yan, Zhen Wang, Hehua Zhu (2015)
A progressive model to simulate the full mechanical behavior of concrete segmental lining longitudinal jointsEngineering Structures, 93
Y. Shen, Z. Yan, H. Zhu (2015)
An Analytical Mechanical Model for Tunnel Segmental Joints Subjected to Elevated Temperatures
A. Luciani, D. Peila (2018)
Tunnel Waterproofing: Available Technologies and Evaluation Through Risk AnalysisInternational Journal of Civil Engineering, 17
W. Ding, Z. Yue, L. Tham, Hehua Zhu, C. Lee, T. Hashimoto (2004)
Analysis of shield tunnelInternational Journal for Numerical and Analytical Methods in Geomechanics, 28
Kun Feng, S. Liu, Chuan He, Zuzhao Peng, Chao Gou, Haihua Zhang, Qi Sun (2018)
Experiment study on chloride corrosion deterioration of load-bearing concrete segmentAdvances in Structural Engineering, 22
N. Do, D. Dias, P. Oreste (2018)
Simplified approach to the design of segmental tunnel liningsProceedings of the Institution of Civil Engineers - Geotechnical Engineering
Tae-Kwang Ahn (2011)
Thermal and Mechanical Studies of Thin Spray-On Liner (TSL) for Concrete Tunnel Linings
C. Blom (2002)
Design philosophy of concrete linings for tunnels in soft soils
Seok-Ho Cho, Jeongsoo Kim, J. Won, Moonok Kim (2017)
Effects of jack force and construction steps on the change of lining stresses in a TBM tunnelKSCE Journal of Civil Engineering, 21
To investigate the rotational behavior of concrete segmental joints with gaskets, bending tests are performed by detailed three-dimensional continuum numerical models for joints with and without gaskets. Based on the numerical results, an analytical model is proposed to analyze the rotational stiffness of the segmental joint and extend the simulation with related parametric studies. The bending tests reveal that the rotational behavior of the segmental joint with gaskets can be divided into four stages for both the sagging and hogging moment cases. The analytical results reveal that the sealing gasket has little influence on the joint rotational behavior, while the elastic gasket has a significant effect of reducing the joint rotational stiffness. Besides, the rotational behavior of the joint with gaskets is affected by the axial force and the bolt pre-tightening force to a certain degree. The proposed analytical model allows the effect of the properties of bolts and various gaskets, the concrete contact force, the geometry of the joint section, and the subjected loads to be taken into consideration. The analytical results are well consistent with the numerical results, and the analytical model can be adopted for simulation of the segmental joint with various gaskets.
Advances in Structural Engineering – SAGE
Published: Oct 1, 2019
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