Three-Dimensional Numerical Modeling of a Deep Excavation Adjacent to Shanghai Metro Tunnels-Reference-Cited by-同舟云学术

Three-Dimensional Numerical Modeling of a Deep Excavation Adjacent to Shanghai Metro Tunnels

Published:2007 Issue: Volume: Page:1164-1171
ISSN:0302-9743
Container-title:Computational Science – ICCS 2007
language:
Short-container-title:

Author:

Hou Y. M.,Wang J. H.,Zhang L. L.

Publisher

Springer Berlin Heidelberg

Link

http://link.springer.com/content/pdf/10.1007/978-3-540-72588-6_184

Reference10 articles.

1. Becker, D.E.: Settlement Analysis of Intermittently-loaded Structures Founded on Clay Sub-soils. PhD thesis, University of Western Ontario (1981)

2. Clough, G.W., O’Rourke, T.D.: Construction-induced Movements of In-situ Walls. In: Design and Performance of Earth Retaining Structures. Geotechnical Special Publication No. 25. ASCE, 439–470 (1990)

3. Clough, G.W., Weber, P.R., Lamont, J.: Design and Observation of Excavation Support Systems by Iterative Design. In: Proc. ASCE Spec. Conf. on Perf. of Earth and Earth-supported Struct., vol. 1, pp. 1367–1390. ASCE, New York (1972)

4. Finno, R.J., Harahap, I.S.: Finite Element Analysis of HDR-4 Excavation. Journal of Geotechnical Engineering, ASCE 117(10), 1590–1609 (1991)

5. Lee, K.M., Rowe, R.K.: Deformations Caused by Surface Loading and Tunneling: The Role of Elastic Anisotropy. Geotechnique 39(1), 125–140 (1989)

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