Surface settlement caused by twin-parallel shield tunnelling in sandy cobble strata
Author:
Publisher
Zhejiang University Press
Subject
General Engineering
Link
http://link.springer.com/content/pdf/10.1631/jzus.A12ISGT6.pdf
Reference23 articles.
1. Chen, S.L., Li, G.W., Gui, M.W., 2009. Effects of overburden, rock strength and pillar width on the safety of a three-parallel-hole tunnel. Journal of Zhejiang University-SCIENCE A, 10(11):1581–1588. [doi:10.1631/jzus.A0920040]
2. Cundall, P.A., 1971. A Computer Model for Simulating Progressive Large Scale Movements in Blocky Rock System. Proceedings of International Symposium on Rock Mechanics, Rock Fracture, Nancy, France, p.2–8.
3. Cundall, P.A., Strack, O.D.L., 1979. A discrete numerical model for granular assemblies. Geotechnique, 29(1): 47–65. [doi:10.1680/geot.1979.29.1.47]
4. Lee, K.M., Rowe, R.K., Lo, K.Y., 1992. Subsidence owing to tunnelling I: estimating the gap parameter. Canadian Geotechnical Journal, 29(6):929–940. [doi:10.1139/t92-104]
5. Liu, J.H., Hou, X.Y., 1991. Shield Tunelling Method. China Railway Publishing House, Beijing, p.329–332 (in Chinese).
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