Author:
Zhao Shuai,Ma Qiang,Zhang Wuyu
Reference41 articles.
1. Y. Pao, C. Mow, and J. D. Achenbach, “Diffraction of elastic waves and dynamic stress concentrations,” ASME J. Appl. Mech. 40 (4), 872 (1973). https://doi.org/10.1115/1.3423178
2. V. W. Lee and M. D. Trifunac, “Response of tunnels to incident SH-waves,” J. Eng. Mech. Div. 105 (4), 643–659 (1970). https://doi.org/10.1243/03093247V144193
3. V. W. Lee and J. Karl, “Diffraction of SV waves by underground, circular, cylindrical cavities,” Soil Dyn. Earthquake Eng. 11 (8), 445–456 (1992). https://doi.org/10.1016/0267-7261(92)90008-2
4. V. W. Lee and J. Karl, “On deformation near a circular underground cavity subjected to incident plane P waves,” Eur. J. Earthquake Eng.7 (1), 29–35 (1993).
5. J. Liang, X. Ji, and V. W. Lee, “Effects of an underground lined tunnel on ground motion(I): series solution,” Rock Soil Mech. 4, 520–524 (2005). https://doi.org/10.3969/j.issn.1000-7598.2005.04.003