Dynamic Response of Segment Lining of Overlapped Shield Tunnels Under Train-Induced Vibration Loads
Author:
Funder
the National Key R & D Program of China
National Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
http://link.springer.com/article/10.1007/s13369-018-3147-9/fulltext.html
Reference19 articles.
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2. Liu, Z.; Wang, Y.; Liang, J.: Dynamic interaction of twin vertically overlapping lined tunnels in an elastic half space subjected to incident plane waves. Earthq. Sci. 29(3), 185–201 (2016)
3. Gupta, S.; Berghe, H.V.D.; Lombaert, G.; et al.: Numerical modelling of vibrations from a Thalys high speed train in the Groene Hart tunnel. Soil Dyn. Earthq. Eng. 30(3), 82–97 (2010)
4. Chen, W.Z.; Zhang, D.; Yu, J.X.: Study on stability of close cross tunnel on existing tunnel. Chin. J. Rock Mech. Eng. 34(S1), 3097–3105 (2015)
5. Lai, J.; Wang, K.; Qiu, J.; et al.: Vibration response characteristics of the cross tunnel structure. Shock Vib. 2016, 1–16 (2016)
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