Journal
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
Volume 137, Issue 10, Pages 862-873Publisher
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)GT.1943-5606.0000509
Keywords
Bayesian updating; Consolidation; Deformation; Embankment; Finite-element analysis; Shear strength; Slope stability; Soft ground
Funding
- ODOT
- U.S. DOT
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The observational method was used to design and construct an embankment over a deposit of soft sludge. The first part of the paper describes the case history of the project. The second part describes the use of analytical models as part of the observational method. The finite-element method and one-dimensional consolidation solution were used as prediction models. Bayesian updating was used to revise the material properties with observed performance. Advantages and limitations of updating are presented. DOI: 10.1061/(ASCE)GT.1943-5606.0000509. (C) 2011 American Society of Civil Engineers.
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