Reliability-based design is relatively well established in structural design. Its use is less mature in geotechnical design, but there is a steady progression towards reliability-based design as seen in the inclusion of a new Annex D on "Reliability of Geotechnical Structures" in the third edition of ISO 2394.
Reliability-based design is relatively well established in structural design. Its use is less mature in geotechnical design, but there is a steady progression towards reliability-based design as seen in the inclusion of a new Annex D on "Reliability of Geotechnical Structures" in the third edition of ISO 2394.
Introduction Example of reliability-based shallow foundation design SORM analysis on the foundation of FORM results for a rock slope Probabilistic analyses of a slope failure in San Francisco Bay mud Reliability analysis of a Norwegian slope accounting for spatial autocorrelation System FORM reliability analysis of a soil slope with two equally likely failure modes Multicriteria RBD of a laterally loaded pile in spatially autocorrelated clay FORM design of an anchored sheet pile wall Reliability analysis of roof wedges and rockbolt forces in tunnels Probabilistic settlement analysis of a Hong Kong trial embankment on soft clay Coupling of stand-alone deterministic program and spreadsheetautomated reliability procedures via response surface or similar methods Summary and conclusions References
Introduction Example of reliability-based shallow foundation design SORM analysis on the foundation of FORM results for a rock slope Probabilistic analyses of a slope failure in San Francisco Bay mud Reliability analysis of a Norwegian slope accounting for spatial autocorrelation System FORM reliability analysis of a soil slope with two equally likely failure modes Multicriteria RBD of a laterally loaded pile in spatially autocorrelated clay FORM design of an anchored sheet pile wall Reliability analysis of roof wedges and rockbolt forces in tunnels Probabilistic settlement analysis of a Hong Kong trial embankment on soft clay Coupling of stand-alone deterministic program and spreadsheetautomated reliability procedures via response surface or similar methods Summary and conclusions References
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