A centrifuge modelling study of the response of piled structures to tunnelling
Tunnelling beneath piled structures may compromise the stability and serviceability of the structure. The assessment of potential structure damage is a problem being faced by engineers across the globe. This paper presents the outcomes of a series of geotechnical centrifuge experiments designed to s...
| Main Authors: | , |
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| Format: | Article |
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American Society of Civil Engineers
2018
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| Online Access: | https://eprints.nottingham.ac.uk/40874/ |