An Approach Integrating Dimensional Analysis and Field Data for Predicting the Load on Tunneling Machine
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-019-0266-0.pdf
Reference24 articles.
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2. Cho, S. H., Kim, J., Won, J., and Kim, M. K. (2017). “Effects of jack force and construction steps on the change of lining stresses in a TBM tunnel.” KSCE Journal of Civil Engineering, KSCE, vol. 21, no. 4, pp. 1135–1146, DOI: https://doi.org/10.1007/s12205-016-0391-y .
3. Ciulla, G., Damico, A., and Brano, V. L. (2017). “Evaluation of building heating loads with dimensional analysis: Application of the Buckingham π theorem.” Energy and Buildings, vol. 154, pp. 479–490, DOI: https://doi.org/10.1016/j.enbuild.2017.08.043 .
4. Delisio, A., Zhao, J., and Einstein, H. H. (2013). “Analysis and prediction of TBM performance in blocky rock conditions at the Lötschberg Base Tunnel.” Tunnelling and Underground Space Technology, vol. 33, pp. 131–142, DOI: https://doi.org/10.1016/j.tust.2012.06.015 .
5. Fang, Y., He, C., Nazem, A., Yao, Z., and Grasmick, J. (2017). “Surface settlement prediction for EPB shield tunneling in sandy ground.” KSCE Journal of Civil Engineering, KSCE, vol. 21, no. 7, pp. 2908–2918, DOI: https://doi.org/10.1007/s12205-017-0989-8 .
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