journal article·2017-06-28Open access

Modeling and Verification of Early Age Thermal Stress in Second Lining Concrete of NATM Tunnels

Chamila K. Rankoth, Akira Hosoda, Keitai Iwama

Abstract

The objective of this research is to establish proper modeling of FEM simulation for early thermal stress in second lining concrete of NATM tunnels. The proposed model was verified by field measurements. Stresses at the crown and at the sides close to the invert of the second lining were investigated using the established FEM model. First, a simulation scheme was proposed considering thermal behaviors in detail and was sufficiently verified using tunnel monitoring data obtained from a previous study. It was observed that accurate modeling was indispensable for the variation of air temperature and for thermal properties of waterproofing membrane to obtain dependable temperature simulation results. Second, appropriate modeling for several kinds of joints and important inputs related to early thermal stress such as effective Young’s modulus, autogenous shrinkage development, and setting of hardening time were proposed. Simulation results of structural strain and stress were verified by measurement data in a recently constructed tunnel. Slight difference between simulation results and measurement might be partially due to the material model idealizations and due to the structural imperfections in actual structures. From the stress distributions extracted from the simulation re-sults, it was observed that the crown cracks might be non-penetrating cracks and the cracks close to invert might be penetrating cracks.
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Research context

OpenAlex topics: Geotechnical Engineering and Underground Structures · Geotechnical Engineering and Analysis · Underground infrastructure and sustainability

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Graduate school of Urban Innovation, Yokohama National University, Japan.

Faculty of Urban Innovation, Yokohama National University, Japan.

References (10)

Show source-provided references
1. 1) Japan Concrete Institute, (2008). “The guidelines for control of cracking of mass concrete 2008. ”
2. 2) Lewis, R. Nithiarasu, W., P. and Seetharamu, K. N., (2004). “Fundamentals of the Finite Element Method for Heat and Fluid Flow.” Wiley Online Library.10.1002/0470014164 ↗
3. 3) Logan, D. L., (2012). “A first course in the finite element method.” 5th ed. Stamford, CT: Cengage Learning.
4. 4) Nakamura, A., Kunichika, M., Kameya, H. and Nakamura, H., (2015). “Identification of thermal properties in the initial crack prediction of the tunnel lining concrete and its analysis.” Journal of Materials, Concrete Structures and Pavement F1, JSCE, 70(3), I:1-16. (in Japanese)
5. 5) Ohno, U. and Hosoda, A., (2012). “Analysis of database of actual structures in Yamaguchi Prefecture with thermal stress simulation.” Proceedings of JCI, 34(1), 1288-1293. (in Japanese)
6. 6) Research Center of Computational Mechanics. Inc., (2015). “ASTEA MACS for Windows Ver. 8 User manual.” (in Japanese)
7. 7) Shirane, Y., Kagawa, M., Kikuchi, A. and Komatsu, T., (2012). “Evaluation of effect for reducing crack of lining concrete by using a water proofing membrane with smooth surface (High-ETAS).” Maeda Corporation Technical Research Laboratory Report, 53. (in Japanese)
8. 8) Singh, R. M. and Bouazza, A., (2013). “Thermal conductivity of geosynthetics.” Geotextiles and Geomembranes, 39, 1-8.10.1016/j.geotexmem.2013.06.002 ↗
9. 9) Sun, Y., McRae, M. and Van Greunen, J., (2015). “Load sharing in two-pass lining systems for NATM tunnels.”
10. 10) Usui, T., Otomo, T., Sudo, T., Onishi, Y. and Sawafuji, N., (2009). “The effect on thermal stress of applying expansive concrete to a tunnel concrete lining.” Taisei Corporation. Technical Center Report, 42, 06:1-8. (in Japanese)