An evaluation of influence factors based on the limit state design-AASHTO LRFD for structural analysis of shield tunnel segment lining |
Kim, Yang-Woon
(Dept. of Geotechnical Engr., Pyunghwa Engineering Consultants Ltd.)
Kim, Hong-Moon (Dept. of Geotechnical Engr., Pyunghwa Engineering Consultants Ltd.) Kim, Hyun-Su (Dept. of Geotechnical Engr., Pyunghwa Engineering Consultants Ltd.) Lee, Seong-Won (Korea Institute of Civil Engineering and Building Technology) |
1 | American Association of state Highway and transportation Officials (2017), "AASHTO LRFD road tunnel design and construction guide specification (1th Edition)". |
2 | Choi, W.Y., Park, J.D., Lee, S.W. (2014), "Influence of the joint stiffness on the segment design", Journal of Korean Tunnelling and Underground Space Association, Vol. 16, No. 1, pp. 63-74. DOI |
3 | Japan Railway Technical Research Institute (2003), "Design Standard for Railway Structures (Shield tunnel)", pp. 91-95. |
4 | Kim, H.M., Kim, D.K., Lee, S.D. (2014), "Limit states design for tunnels: related researches and present state of application", Journal of Korean Tunnelling and Underground Space Association, Vol. 16, No. 3, pp. 341-346. DOI |
5 | Kim, H.M., Kim, H.S., Shim, K.M., Ahn, S.Y. (2017), "A Study on the factors influencing the segment lining design solved by beam-spring model in the shield tunnel", Journal of Korean Tunnelling and Underground Space Association, Vol. 19, No. 2, pp. 179-194. DOI |
6 | Muir Wood, A.M., Ma, F. (1975), "The circular tunnel in elastic ground", Geotechnique, Vol. 25, No. 1, pp. 115-127. DOI |
7 | U.S. Department of Transportation Federal Highway Administration (2009), "Technical manual for design and construction of road tunnels-civil elements". |