Analysis of field performance—the Thunder Bay tunnel
作者:
Robert M. C. Ng,
K. Y. Lo,
R. K. Rowe,
期刊:
Canadian Geotechnical Journal
(NRC Available online 1986)
卷期:
Volume 23,
issue 1
页码: 30-50
ISSN:0008-3674
年代: 1986
DOI:10.1139/t86-005
出版商: NRC Research Press
数据来源: NRC
摘要:
A numerical method for the calculation of the distribution of displacements for tunnelling in clays has been developed. The method employs an orthotropic elastic – perfectly plastic soil model that takes into account various sources of ground loss and soil–lining interaction. Both undrained and drained analyses have been carried out and the results are compared with the measured soil displacements of two instrumented arrays at the Thunder Bay tunnel. It is shown that the range of maximum settlements, the shape of the settlement troughs, and the pore pressure change, as well as the magnitude and direction of spatial displacements obtained from the analyses, compare reasonably well with the results of field measurements for both short- and long-term conditions.Key words: tunnelling, clays, anisotropy, elastic–plastic displacements, settlement trough, Thunder Bay tunnel.
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