A Simplified Method of Incorporating Testing Data and Monitored Behaviour for Predicting Surface Settlement Using Bayesian Back Analysis
Author:
Affiliation:
1. Engineering, Science, and Environment, Univ. of Newcastle; Tetra Tech Coffey Pty Ltd., Callaghan, NSW, Australia.
2. Engineering, Science, and Environment, Univ. of Newcastle, Callaghan, NSW, Australia.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784484975.039
Reference12 articles.
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2. Factors of Safety and Reliability in Geotechnical Engineering;Duncan J. M.;Journal of Geotechnical and Geoenvironmental Engineering,2001
3. Predicted and measured behaviour of a test embankment on Ballina clay
4. Gelman, A. G., and Shirley, K. (2009). “Inference from simulations and monitoring convergence.” The handbook of Markov chain Monte Carlo, Chapman & Hall/CRC Press: 163–174.
5. One-dimensional consolidation theories for layered soil and coupled and uncoupled solutions by the finite-element method
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