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BS EN ISO 22476-1:2012

Superseded
Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

Geotechnical investigation and testing. Field testing Electrical cone and piezocone penetration test
Available format(s)

Hardcopy , PDF

Superseded date

25-01-2023

Language(s)

English

Published date

28-02-2013

Introduction
1 Scope
2 Normative references
3 Terms, definitions and symbols
4 Equipment
5 Test procedures
6 Test results
7 Reporting
Annex A (normative) - Maintenance, checks and
        calibration
Annex B (normative) - Calculation of penetration
        depth
Annex C (informative) - Correction of sleeve
        friction for water pressure
Annex D (informative) - Preparation of the piezocone
Annex E (informative) - Uncertainties in cone
        penetrometer testing
Bibliography

Covers with equipment requirements, the execution of and reporting on electrical cone and piezocone penetration tests.

This part of ISO22476 deals with equipment requirements, the execution of and reporting on electrical cone and piezocone penetration tests. NOTE1 This part of ISO22476 fulfills the requirements for electrical cone and piezocone penetration tests as part of geotechnical investigation and testing according to EN1997-1 [3] and EN1997-2 [4]. Within the electrical cone and piezocone penetration test, two subcategories of the cone penetration test are considered: electrical cone penetration test (CPT), which includes measurement of cone resistance and sleeve friction; piezocone test (CPTU), which is a cone penetration test with the additional measurement of pore pressure. The CPTU is performed like a CPT with the measurement of the pore pressure at one or several locations on the penetrometer surface. NOTE2 CPT or CPTU can also be used without measurement of sleeve friction, but this is not covered in this part of ISO22476. This part of ISO22476 specifies the following features: type of cone penetration test, according to Table1; application class, according to Table2; penetration length or penetration depth; elevation of the ground surface or the underwater ground surface at the location of the cone penetration test with reference to a datum; location of the cone penetration test relative to a reproducible fixed location reference point; pore pressure dissipation tests. NOTE3 This part of ISO22476 covers onshore and nearshore CPT. For extra requirements for offshore CPT, see NORSOK G-001 [8].

Committee
B/526/3
DevelopmentNote
2012 Edition incorporates ISO Corrigendum January 2013. Partially supersedes BS 1377-9(1990). (02/2013)
DocumentType
Standard
Pages
46
PublisherName
British Standards Institution
Status
Superseded
SupersededBy
Supersedes

Standards Relationship
ISO 22476-1:2012/Cor 1:2013 Identical
EN ISO 22476-1:2012 Identical
EN ISO 22476-1:2012/AC:2013 Identical
ISO 22476-1:2012 Identical

BS 5930:2015+A1:2020 Code of practice for ground investigations
15/30302283 DC : 0 BS 8081 - GROUTED ANCHORS - CODE OF PRACTICE
BS 8081:2015 CODE OF PRACTICE FOR GROUTED ANCHORS
BS 5930:2015 Code of practice for ground investigations

ISO 22475-1:2006 Geotechnical investigation and testing Sampling methods and groundwater measurements Part 1: Technical principles for execution
ISO 14688-2:2004 Geotechnical investigation and testing Identification and classification of soil Part 2: Principles for a classification
EN 1997-2:2007/AC:2010 EUROCODE 7 - GEOTECHNICAL DESIGN - PART 2: GROUND INVESTIGATION AND TESTING
ISO 10012:2003 Measurement management systems — Requirements for measurement processes and measuring equipment
EN 1997-1:2004/A1:2013 EUROCODE 7: GEOTECHNICAL DESIGN - PART 1: GENERAL RULES

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