Structural performance of final lining according to the rock load shape-Reference-Cited by-同舟云学术

Structural performance of final lining according to the rock load shape

Published:2015-08-21 Issue:4 Volume:20 Page:1329-1335
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Kim Jungjoo,Kim Jonguk,Lim Woojin,Yoo Hankyu

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s12205-015-0308-1/fulltext.html

Reference19 articles.

1. Barton, N., Lien, R., and Lunde, J. (1974). “Engineering classification of rock masses for the design of tunnel support.” Rock Mechanics, Vol. 6, No. 4, pp. 189–236.

2. Buratti, N., Ferracuti, B., and Savoia, M. (2013). “Concrete crack reduction in tunnel linings by steel fibre-reinforced concrete.” Construction and Building Material, Vol. 44, DOI: 10.1016/j.conbuildmat. 2013.02.063.

3. Carranza-Torres, C. and Diederichs, M. (2009). “Mechanical analysis of circular liners with particular reference to composite support. For example, liners consisting of shotcrete and steel sets.” Tunnelling and Underground Space Technology, Vol. 24, No. 5, pp. 506–532, DOI: 10.1016/j.tust.2009.02.001.

4. Kim, J. J., Kim, J. S., Kim, M. K., and Yoo, H. K. (2015). “Prediction of ground load by performing back analysis using composite support model in concrete lining design.” Journal of Korean Society of Civil Engineers, DOI: 10.1007/s12205-012-1514-6.

5. Kim, J. J., Lee, J. K., Kim, J. U., and Yoo, H. K. (2013). “Evaluation of rock load based on critical shear strain concept on tunnels.” Journal of Korean Tunnelling and Underground Space Association, Vol. 15, No. 6, pp. 637–652, DOI: 10.9711/KTAJ.2013.15.6.637.