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ISO 23469:2005

Current
Current

The latest, up-to-date edition.

Bases for design of structures Seismic actions for designing geotechnical works
Available format(s)

Hardcopy , PDF , PDF 3 Users , PDF 5 Users , PDF 9 Users

Language(s)

English

Published date

11-11-2005

ISO 23469:2005 provides guidelines for specifying seismic actions for designing geotechnical works, including buried structures (e.g. buried tunnels, box culverts, pipelines, and underground storage facilities), foundations (e.g. shallow and deep foundations, and underground diaphragm walls), retaining walls (e.g. soil retaining and quay walls), pile-supported wharves and piers, earth structures (e.g. earth and rockfill dams and embankments), gravity dams, landfill and waste sites.

The guidelines provided in ISO 23469:2005 are general enough to be applicable for both new and existing geotechnical works. However, for use in practice, procedures more specific to existing geotechnical works can be needed, such as those described for existing structures in ISO 13822.

DevelopmentNote
Supersedes ISO/DIS 23469 (11/2005)
DocumentType
Standard
Pages
85
PublisherName
International Organization for Standardization
Status
Current

Standards Relationship
NEN ISO 23469 : 2005 Identical

11/30215604 DC : 0 BS IEC 60913 - RAILWAY APPLICATIONS - FIXED INSTALLATIONS - ELECTRIC TRACTION OVERHEAD CONTACT LINES
ISO 3010:2017 Bases for design of structures — Seismic actions on structures
IEC 60913:2013 Railway applications - Fixed installations - Electric traction overhead contact lines

ISO 3010:2017 Bases for design of structures — Seismic actions on structures
ISO 2394:2015 General principles on reliability for structures
ISO 13822:2010 Bases for design of structures Assessment of existing structures
EN 1998-1:2004/A1:2013 EUROCODE 8: DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 1: GENERAL RULES, SEISMIC ACTIONS AND RULES FOR BUILDINGS
EN 1998-5:2004 EUROCODE 8: DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 5: FOUNDATIONS, RETAINING STRUCTURES AND GEOTECHNICAL ASPECTS

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