Research on Mechanics of Longitudinal Joint in Shield Tunnel by the Nonlinear Spring Equivalent Method
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s12205-018-0667-5/fulltext.html
Reference23 articles.
1. Chen, J. S. and Mo, H. H. (2009). “Numerical study on crack problems in segments of shield tunnel using finite element method.” Tunnelling & Underground Space Technology, Vol. 24, No. 1, pp. 91–102, DOI: 10.1016/j.tust.2008.05.007.
2. Ding, W. Q., Yue, Z. Q., Tham, L. G., Zhu, H. H., Lee, C. F., and Hashimoto, T. (2004). “Analysis of shield tunnel.” International Journal for Numerical & Analytical Methods in Geomechanics, Vol. 28, No. 1, pp. 57–91, DOI: 10.1002/nag.327.
3. Do, N. A., Dias, D., Oreste, P., and Djeran-Maigre, I. (2013). “2D numerical investigation of segmental tunnel lining behavior.” Tunnelling and Underground Space Technology incorporating Trenchless Technology Research, Vol. 37, No. 6, pp. 115–127, DOI: 10.1016/j.tust.2013.03.008.
4. Huaina, W. U., Yeshuang, X. U., Shen, S. L., and Chai, J. C. (2011). “Long-term settlement behavior of ground around shield tunnel due to leakage of water in soft deposit of Shanghai.” Frontiers of Architecture & Civil Engineering in China, Vol. 5, No. 2, pp. 194–198, DOI: 10.1007/s11709-011-0105-y.
5. Jin, H., Yu, K.W., Gong, Q., M., and Zhou, S. H. (2018). “Load-carrying capability of shield tunnel damaged by shield shell squeezing action during construction.” Thin-Walled Structures, Vol. 132, pp. 69–78, DOI: 10.1016/j.tws.2018.07.057.
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