Prediction of surface settlement process based on model shield tunnel driving test
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
http://link.springer.com/content/pdf/10.1007/s12517-015-1800-0.pdf
Reference17 articles.
1. Atkinson JH, Potts DM (1977) Stability of a shallow circular tunnel in cohesionless soil. Geotechnique 27(2):203–215
2. Attewell PB, Woodman JP (1982) Predicting the dynamics of ground settlement and its derivatives caused by tunnelling in soil. Ground Eng 15(8):13–20
3. BORGHI FX (2006) Soil conditioning for pipe-jacking and tunnelling. Ph. D. Thesis, University of Cambridge, 361 pp
4. Gonzalez C, Sagaseta C (2001) Patterns of soil deformations around tunnels. Application to the extension of Madrid Metro. Comput Geotech 28:445–468
5. Lee KM, Rowe RK, Lo KY (1992) Subsidence owing to tunnelling. I. Estimating the gap parameter. Can Geotech J 29(6):929–940
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