Revival: Safety and Reliability in the 90s (1990)

Will past experience or prediction meet our needs?

AvM.H. Walter,R.F. Cox

Häftad, Engelska, 2020

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Beskrivning

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 can be viewed as a simplified form of risk-based design where different consequences of failure are implicitly covered by the adoption of different target reliability indices. Explicit risk management methodologies are required for large geotechnical systems where soil and loading conditions are too varied to be conveniently slotted into a few reliability classes (typically three) and an associated simple discrete tier of target reliability indices.

Produktinformation

Utgivningsdatum:2020-12-18
Mått:156 x 234 x 22 mm
Vikt:453 g
Format:Häftad
Språk:Engelska
Serie:CRC Press Revivals
Antal sidor:410
Förlag:Taylor & Francis Ltd
ISBN:9781138561786

Utforska kategorier

Lantbruk, fiske och skogsbruk inom Ekonomi och Ledarskap

Mer om författaren

Dr Matt Walter a Fellow of the Safety and Reliability Society and was formerly a member of the North West Branch Committee. He went on to become Controller, Safety Standards, and subsequently Controller, Safety Management Systems, at Railtrack, and was an Executive Director

Innehållsförteckning

IntroductionExample of reliability-based shallow foundation designSORM analysis on the foundation of FORM results for a rock slopeProbabilistic analyses of a slope failure in San Francisco Bay mudReliability analysis of a Norwegian slope accounting for spatial autocorrelationSystem FORM reliability analysis of a soil slope with two equally likely failure modesMulticriteria RBD of a laterally loaded pile in spatially autocorrelated clayFORM design of an anchored sheet pile wallReliability analysis of roof wedges and rockbolt forces in tunnelsProbabilistic settlement analysis of a Hong Kong trial embankment on soft clayCoupling of stand-alone deterministic program and spreadsheetautomated reliability procedures via response surface or similar methodsSummary and conclusionsReferences