Surrogate models for the prediction of damage in reinforced concrete tunnels under internal water pressure
Author:
Publisher
Zhejiang University Press
Subject
General Engineering
Link
https://link.springer.com/content/pdf/10.1631/jzus.A2000290.pdf
Reference56 articles.
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2. Ahmadi H, Soltani A, Fahimifar A, 2007. A finite element model for the stability analysis and optimum design of pressure tunnels. Proceedings of the 1st Canada-US Rock Mechanics Symposium, p.433.
3. Amani J, Moeini R, 2012. Prediction of shear strength of reinforced concrete beams using adaptive neuro-fuzzy inference system and artificial neural network. Scientia Iranica, 19(2):242–248. https://doi.org/10.1016/j.scient.2012.02.009
4. Bobet A, Nam SW, 2007. Stresses around pressure tunnels with semi-permeable liners. Rock Mechanics and Rock Engineering, 40(3):287–315. https://doi.org/10.1007/s00603-006-0123-6
5. Brekke TL, Ripley BD, 1987. Design Guidelines for Pressure Tunnels and Shafts. EPRI-AP-5273, University of California at Berkeley, CA, USA.
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