Centrifuge Investigation into the Effect of New Shield Tunneling on an Existing Overlying Large-Diameter Tunnel
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Publisher
Springer Singapore
Link
http://link.springer.com/content/pdf/10.1007/978-981-13-0017-2_56
Reference10 articles.
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3. Shen, S.L., Wu, H.N., Cui, Y.J., Yin, Z.Y.: Long-term settlement behavior of the metro tunnel in Shanghai. Tunn. Undergr. Space Technol. 40, 309–323 (2014)
4. Zhang, J.F., Chen, J.J., Wang, J.H., Zhu, Y.F.: Prediction of tunnel displacement induced by adjacent excavation in soft soil. Tunn. Undergr. Space Technol. 36, 24–33 (2013)
5. Li, P., Du, S.J.: Responses of cross-river tunnel due to overlying shield tunnel construction (I): Influence of construction procedure. In: Proceedings of the International Conference on Pipelines and Trenchless Technology, pp. 1585–1594. ASCE, United States (2012)
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1. Numerical Investigation on the Influence of Super-Large-Diameter Shield Tunneling on Nearby Existing Metro Tunnels and the Protection Scheme;Applied Sciences;2023-12-12
2. Grouting effects in rectangular pipe jacking: centrifuge modelling and field data;Géotechnique Letters;2023-12-01
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