Author:
Zhang Junwei,Gao Congzhou,Huang Xinmiao
Publisher
Springer Science and Business Media LLC
Subject
General Energy,Soil Science,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Water Science and Technology
Reference34 articles.
1. Q. Pan and D. Dias, “Three dimensional face stability of a tunnel in weak rock masses subjected to seepage forces,” Tunn. Undergr. Sp. Tech., 71, 555-566 (2018).
2. X. Xia, H. Li, Y. Liu, et al., “A case study on the cavity effect of a water tunnel on the ground vibrations induced by excavating blasts,” Tunn. Undergr. Sp. Tech., 71, 292-297 (2018).
3. Z. H. Xu, J. Wu, S. C. Li, et al., “Semianalytical solution to determine minimum safety thickness of rock resisting water inrush from filling-type karst caves,” Int. J. of Geomech., 18(2), (2018).
4. S. Senent and R. Jimenez, “A tunnel face failure mechanism for layered ground, considering the possibility of partial collapse,” Tunn. Undergr. Sp. Tech., 47, 182-192 (2015).
5. R. Chen, X. S. Yin, and L. Tang, “Centrifugal model tests of tunneling face failure under seepage flow,” Rock & Soil Mech., 36(03), 225-229 (2015).