Prediction of Surface Settlement with Ultra-shallow-burial and Large Rectangular Cross-section Urban Underpass
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-019-2406-y.pdf
Reference25 articles.
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3. Dindarloo, S. R. and Siami-Irdemoosa, E. (2015). “Maximum surface settlement based classification of shallow tunnels in soft ground.” Tunnelling and Underground Space Technology, Vol. 49, pp. 320–327, DOI: https://doi.org/10.1016/j.tust.2015.04.021 .
4. Fang, Q., Zhang, D., Li, Q. Q., and Wong, L. N. Y. (2015). “Effects of twin tunnels construction beneath existing shield-driven twin tunnels.” Tunnelling and Underground Space Technology, Vol. 45, pp. 128–137, DOI: https://doi.org/10.1016/j.tust.2014.10.001 .
5. Han, X., Li, N., and Standing, J. R. (2007). “An adaptability study of gaussian equation applied to predicting ground settlements induced by tunneling in China.” Rock and Soil Mechnics, Vol. 28, No. 1, pp. 23–28 (in Chinese), DOI: https://doi.org/10.3969/j.issn.1000-7598.2007.01.005 .
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