Abstract
This paper presents an evaluation of the structural performance of tetragonal lattice girders for NATM tunnel construction. H-shaped steel ribs and triangular lattice girders have been widely used as a temporary support for NATM tunneling. H steel ribs have high flexural stiffness and strength, but they may induce unexpected internal gaps after shotcreting, because of their geometric characteristics. To overcome the problem, triangular lattice girders were developed. However, the lattice girder revealed frequent local failure at the joints of each bar. Moreover, those two supports show the quite low connection strength of members. Recently, a new type support, the tetragonal lattice girder, was developed to overcome the weaknesses of former supports. In this study, the structural performance of the new type support was studied by analytical and experimental methods. For the evaluation, 4-point flexural analysis, the conventional evaluation method, and arch analysis including stability analysis were performed. In addition, a 4-point flexural experiment was performed to evaluate the ultimate load carrying capacity, and observe whether local failure occurs or not. In the experimental study, a connected model was also considered as well as a unit model, in order to check the rationality of the connection method of the girder. All analytical and experimental results were compared with the structural performance of former supports.
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AASHITO (2010). Technical manual for design and construction of road tunnels — Civil elements. American Association of State Highway and Transportation Officials, Washington, DC, District of Columbia, USA.
Baumann, T. and Betzle, M. (1984). “Investigation of the performance of lattice girders in tunneling.” Rock Mechanics and Rock Engineering, 17(20), pp. 67–81.
Braun, W. M. (1983). “Lattice girders offer economy and performance for tunnel support.” Tunnels & Tunnelling International, 15(5), pp. 19–21.
Galler, R., Schneider, E., Bonapace, P., Moritz, B., and Eder, M. (2009). “The new guideline NATM — The Austrian Practice of Conventional Tunnelling.” BHM Berg- und Hüttenmännische Monatshefte, 154(10), pp. 441–449.
Haack, A. (1989). “Recent research and development in tunnelling: Selected examples from Germany and some other European countries.” Proc. International Congress on Progress and Innovation in Tunneling, Vol. 1, pp. 927–953.
KICT (1996). Study on field application of lattice girders for tunnel wall supporting structure. Research Report, Korea Institute of Construction Technology, Seoul, Korea (in Korean).
Kim, D. G. and Bae, G. J. (2008). “Development of a laboratory testing method for evaluating the loading capability of lattice girder.” The Korean Journal of Tunneling Technology, 10(4), pp. 371–382 (in Korean).
Kim, D. G., Bae, G. J., Kim, D. R., and Choi, Y. H. (2007). “Loading capacity of lattice girders in material property.” Proc. 2007 Conference of Korean Society of Civil Engineers, KSCE, Korea, pp. 1076–1079 (in Korean).
Kim, D. G., Lee, S. H., and Kim, N. Y. (2009). “Status and capacity of lattice girder.” Proc. 2009 Conference Co-Hosted by KISTEC & KGES, Korea, pp. 374–380 (in Korean).
Kim, H. J. and Choi, Y. H. (2009). “Evaluation of bending strength for the lattice girder using laboratory tests.” Proc. 2009 Autumn Conference of Korean Geoscience Societies, KGS, Korea, pp. 229–234 (in Korean).
Komselis, C., Blayney, N., and Hindle, D. (2012). “The use of lattice girders in the construction of tunnels.” The Masterbuilder, India’s Construction Magazine, 14(4), pp. 88–94.
KTUSA (2010). Study on field application of new-type tetragonal lattice girder. Research Report, Korea Tunneling and Underground Space Association, Seoul, Korea (in Korean).
Moon, H. D., Baek, Y. S., and Bae, G. J. (1997). “An experimental study on the characteristics of a composite structure of lattice girder and shotcrete.” Journal of The Korean Geotechnical Society, 13(2), pp. 155–167 (in Korean).
Yoo, C. H., Kim, Y. J., Bae, G. J., and Moon, H. D. (1997). “An experimental study on load bearing capacity of lattice girder as a steel support in tunneling.” Journal of The Korean Geotechnical Society, 13(4), pp. 163–175 (in Korean).
Wood, D. F. (1990). “Design and uses of reinforced shotcrete in underground projects in Canada.” Shotcrete for Underground Support V, ASCE, pp. 10–25.
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Note.-Discussion open until August 1, 2013. This manuscript for this paper was submitted for review and possible publication on June 29, 2012; approved on February 19, 2013.
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Kim, S., Han, TH., Baek, JS. et al. Evaluation of the structural performance of tetragonal lattice girders. Int J Steel Struct 13, 31–47 (2013). https://doi.org/10.1007/s13296-013-1004-y
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DOI: https://doi.org/10.1007/s13296-013-1004-y