Data Analysis of Pile Tunnel Interaction
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 141, Issue 12
Abstract
Tunnel construction in interaction with deep foundations is often a matter of concern in urban areas. However, a great deal of uncertainty is still evident in the differences between regulations for minimum tunnel clearance and in the design of preventive measures for the pile–tunnel interaction effects. To address this problem, this paper presents, analyzes, and compares over 50 reports of case studies, physical models, and full-scale and centrifuge tests on a wide range of layouts and soils. The effects of new tunnels on existing piles are described in terms of mechanisms, induced settlements, and structural forces. The data analysis reveals patterns that could not be found within the limited number of tests of each separate study. Quantitative measurements of pile settlements and axial stresses have been related to the pile position, working load, and tunnel volume loss. The results indicate that most piles do not reach failure and that for piles at a lateral distance of more than two times the tunnel diameter, the settlements are less than 1% of the pile diameter.
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Acknowledgments
The first author acknowledges the financial support of the Brazilian Research Agency CNPq.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 141 • Issue 12 • December 2015
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© 2015 American Society of Civil Engineers.
History
Received: Oct 9, 2014
Accepted: Apr 14, 2015
Published online: Jun 12, 2015
Discussion open until: Nov 12, 2015
Published in print: Dec 1, 2015
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