oSIST prEN ISO 22477-5:2005
(Main)Geotechnical investigation and testing - Testing of geotechnical structures - Part 5: Testing of anchorages (ISO/DIS 22477-5:2005)
Geotechnical investigation and testing - Testing of geotechnical structures - Part 5: Testing of anchorages (ISO/DIS 22477-5:2005)
This European standard specifies requirements for testing of anchorages within the scope of the geotechnical investigations and testing according to ENV 1997 and to EN 1537. The purpose of this European standard is to eliminate as far as possible erroneous assessments
of anchorage conditions and mobilised forces estimated by common practice as well as to limit scatter when repeating tests and improve reproducibility when testing anchorages.
Geotechnishe Erkundung und Untersuchung - Prüfung von geotechnischen Bauwerken und Bauwerksteilen - Teil 5: Ankerprüfungen (ISO/DIS 22477-5:2005)
(1) Diese Norm stellt Spezifikationen für die Ausführung von Zugversuchen zur Verfügung, bei denen ein Verpressanker, wie in EN 1537 definiert, schrittweise (Prüfverfahren Methode 3) oder in schrittweise gesteigerten Zyklen (Prüfverfahren Methode 1 und 2) von einer Vorbelastung bis zu einer maximalen Prüflast gespannt wird. Die Ankerkopfverschiebung wird über eine bestimmte Zeitdauer bei jeder Laststufe unter konstanter Last (Prüfverfahren Methode 3), oder bei maximaler Last in jedem Spannzyklus (Prüfverfahren Methode 1) aufgezeichnet. Der Kraftabfall am Ankerkopf wird während der Beobachtungszeit sowohl bei der Festlegekraft als auch bei der Festlegekraft eines jeden Spannzyklus gemessen (Prüfverfahren Methode 3).
(2) Diese Norm ist anwendbar für vorgespannte Anker, bestehend aus einem Ankerkopf, einer freien Stahllänge des Zuggliedes und einer Verankerungslänge, in der Verbund mit dem Boden durch Ankermörtel hergestellt ist.
(3) Diese Norm stellt Spezifikationen für drei Prüfungen zur Verfügung: Untersuchungsprüfung, Eignungsprüfung und Abnahmeprüfung.
(4) Die Norm stellt Spezifikationen für die Elemente des Versuchsaufbaus, die Messeinrichtungen, die Prüfverfahren, und Vorlagen für die Darstellung der Ergebnisse sowie den Umfang der Aufzeichnungen zur Verfügung.
ANMERKUNG Die Interpretation der Ergebnisse gehört nicht zum Anwendungsbereich dieser Norm. Hinweise werden (im informativen Anhang) gegeben für die Bestimmung des Herausziehwiderstandes Ra. eines Ankers basierend auf Untersuchungsprüfungen und für die Prüfung des Verformungsverhaltens eines Ankers auf der Basis von Eignungsprüfungen und Abnahmeprüfungen.
Reconnaissance et essais géotechniques - Essais de structures géotechniques - Partie 5: Essais d'ancrages (ISO/DIS 22477-5:2005)
Geotehnično preiskovanje in preskušanje – Preskušanje geotehničnih konstrukcij - 5. del: Preskušanje sider (ISO/DIS 22477-5:2005)
General Information
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Standards Content (Sample)
SLOVENSKI oSIST prEN ISO 22477-5:2005
PREDSTANDARD
junij 2005
Geotehnično preiskovanje in preskušanje – Preskušanje geotehničnih
konstrukcij - 5. del: Preskušanje sider (ISO/DIS 22477-5:2005)
Geotechnical investigation and testing - Testing of geotechnical structures - Part 5:
Testing of anchorages (ISO/DIS 22477-5:2005)
ICS 93.020 Referenčna številka
oSIST prEN ISO 22477-5:2005(en)
© Standard je založil in izdal Slovenski inštitut za standardizacijo. Razmnoževanje ali kopiranje celote ali delov tega dokumenta ni dovoljeno
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EUROPEAN STANDARD
DRAFT
prEN ISO 22477-5
NORME EUROPÉENNE
EUROPÄISCHE NORM
April 2005
ICS
English version
Geotechnical investigation and testing - Testing of geotechnical
structures - Part 5: Testing of anchorages (ISO/DIS 22477-
5:2005)
Reconnaissance et essais géotechniques - Essais de
structures géotechniques - Partie 5: Essais d'ancrages
(ISO/DIS 22477-5:2005)
This draft European Standard is submitted to CEN members for parallel enquiry. It has been drawn up by the Technical Committee
CEN/TC 341.
If this draft becomes a European Standard, CEN members are bound to comply with the CEN/CENELEC Internal Regulations which
stipulate the conditions for giving this European Standard the status of a national standard without any alteration.
This draft European Standard was established by CEN in three official versions (English, French, German). A version in any other language
made by translation under the responsibility of a CEN member into its own language and notified to the Management Centre has the same
status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,
Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia,
Slovenia, Spain, Sweden, Switzerland and United Kingdom.
Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without notice and
shall not be referred to as a European Standard.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: rue de Stassart, 36 B-1050 Brussels
© 2005 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN ISO 22477-5:2005: E
worldwide for CEN national Members.
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prEN ISO 22477-5:2005 (E)
Foreword
This document (prEN ISO 22477-5:2005) has been prepared by Technical Committee
CEN/TC 341 "Geotechnical Investigation and Testing", the secretariat of which is held by DIN,
in collaboration with Technical Committee ISO/TC 182 "Geotechnics".
This document is currently submitted to the parallel Enquiry.
2
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DRAFT INTERNATIONAL STANDARD ISO/DIS 22477-5
ISO/TC 182/SC 1 Secretariat: DIN
Voting begins on: Voting terminates on:
2005-04-21 2005-09-21
INTERNATIONAL ORGANIZATION FOR STANDARDIZATION • МЕЖДУНАРОДНАЯ ОРГАНИЗАЦИЯ ПО СТАНДАРТИЗАЦИИ • ORGANISATION INTERNATIONALE DE NORMALISATION
Geotechnical investigation and testing — Testing of
geotechnical structures —
Part 5:
Testing of anchorages
Reconnaissance et essais géotechniques — Essais de structures géotechniques —
Partie 5: Essais d'ancrages
ICS 93.020
ISO/CEN PARALLEL ENQUIRY
This draft International Standard is a draft standard developed within the European Committee for
Standardization (CEN) and processed under the CEN-lead mode of collaboration as defined in the
Vienna Agreement. The document has been transmitted by CEN to ISO for circulation for ISO member
body voting in parallel with CEN enquiry. Comments received from ISO member bodies, including those
from non-CEN members, will be considered by the appropriate CEN technical body. Should this DIS be
accepted, a final draft, established on the basis of comments received, will be submitted to a parallel two-
month FDIS vote in ISO and formal vote in CEN.
In accordance with the provisions of Council Resolution 15/1993 this document is circulated in
the English language only.
Conformément aux dispositions de la Résolution du Conseil 15/1993, ce document est distribué
en version anglaise seulement.
To expedite distribution, this document is circulated as received from the committee secretariat.
ISO Central Secretariat work of editing and text composition will be undertaken at publication
stage.
Pour accélérer la distribution, le présent document est distribué tel qu'il est parvenu du
secrétariat du comité. Le travail de rédaction et de composition de texte sera effectué au
Secrétariat central de l'ISO au stade de publication.
THIS DOCUMENT IS A DRAFT CIRCULATED FOR COMMENT AND APPROVAL. IT IS THEREFORE SUBJECT TO CHANGE AND MAY NOT BE
REFERRED TO AS AN INTERNATIONAL STANDARD UNTIL PUBLISHED AS SUCH.
IN ADDITION TO THEIR EVALUATION AS BEING ACCEPTABLE FOR INDUSTRIAL, TECHNOLOGICAL, COMMERCIAL AND USER PURPOSES, DRAFT
INTERNATIONAL STANDARDS MAY ON OCCASION HAVE TO BE CONSIDERED IN THE LIGHT OF THEIR POTENTIAL TO BECOME STANDARDS TO
WHICH REFERENCE MAY BE MADE IN NATIONAL REGULATIONS.
© International Organization for Standardization, 2005
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ISO/DIS 22477-5
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ii ISO 2005 – All rights reserved
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ISO/DIS 22477-5
Contents Page
Foreword. vii
Introduction . viii
1 Scope . 1
2 Normative references . 1
3 Terms, definitions and symbols. 1
3.1 Terms and definitions. 1
3.2 Symbols . 2
4 Equipment . 4
4.1 Test loading set-up. 4
4.2 Reaction system . 5
4.3 Loading device. 5
4.4 Load measurement. 6
4.5 Displacement measurement . 6
4.6 Time and temperature measurement. 6
5 Test procedures . 7
5.1 Method 1 : Cyclic tension test A. 7
5.2 Method 2 : Cyclic tension test B . 7
5.3 Method 3 : Maintained tension test. 7
6 Test report . 7
6.1 Investigation and Suitability tests. 7
6.2 Acceptance test . 8
Annex A (normative) Test Procedure: Method 1. 9
A.1 Investigation test procedure. 9
A.1.1 General. 9
A.1.2 Test anchors. 9
A.1.3 Date of test . 10
A.1.4 Test execution. 10
A.1.5 Test results. 12
A.2 Suitability test procedure. 12
A.2.1 General. 12
A.2.2 Test anchor. 13
A.2.3 Date of test . 13
A.2.4 Test execution. 13
A.2.5 Test results. 15
A.3 Acceptance test procedure. 16
A.3.1 General. 16
A.3.2 Date of test . 16
A.3.3 Test execution. 16
A.3.4 Test results. 18
Annex B (informative) Examples of test reports: Method 1. 20
B.1 Investigation test . 21
B.2 Suitability test . 22
B.3 Acceptance test . 23
Annex C (normative) Test procedure: Method 2. 24
C.1 Investigation test procedure. 24
C.1.1 General. 24
C.1.2 Test anchors. 24
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ISO/DIS 22477-5
C.1.3 Date of test. 25
C.1.4 Test execution . 25
C.1.5 Test results . 27
C.2 Suitability test procedure . 28
C.2.1 General . 28
C.2.2 Test anchor. 28
C.2.3 Date of test. 28
C.2.4 Test execution . 28
C.2.5 Test results . 31
C.3 Acceptance test procedure. 31
C.3.1 General . 31
C.3.2 Date of test. 31
C.3.3 Test execution . 32
C.3.4 Test results . 34
Annex D (informative) Examples of test reports: Method 2 . 35
D.1 Investigation test. 36
D.2 Suitability test. 37
D.3 Acceptance test. 38
Annex E (normative) Test procedure: Method 3 . 39
E.1 Investigation test procedure. 39
E.1.1 General . 39
E.1.2 Test anchors. 39
E.1.3 Date of test. 40
E.1.4 Test execution . 40
E.1.5 Test results . 42
E.2 Suitability test procedure . 42
E.2.1 General . 42
E.2.2 Test anchor. 42
E.2.3 Date of test. 43
E.2.4 Test execution . 43
E.2.5 Test results . 45
E.3 Acceptance test procedure. 46
E.3.1 General . 46
E.3.2 Date of test. 46
E.3.3 Test execution . 46
E.3.4 Test results . 49
Annex F (informative) Examples of test reports: Method 3. 50
F.1 Investigation test. 51
F.2 Suitability test. 52
F.3 Acceptance test. 53
Annex G (informative) Guidance on allowable αααα : Methods 1 and 3 . 54
G.1 Determination of αααα . 54
G.2 Method 1. 54
G.2.1 Suitability test. 54
G.2.2 Acceptance test. 55
G.3 Method 3. 55
G.3.1 Suitability test. 55
G.3.2 Acceptance test. 55
Annex H (informative) Guidance on allowable k : Method 2. 57
i
H.1 Permissible cumulative loss of load k . 57
l
H.2 Investigation test. 57
H.3 Suitability test. 57
H.4 Acceptance test. 57
Annex I (informative) Guidance on test interpretation: Methods 1 and 3. 58
I.1 Determination of anchor critical resistance R . 58
c
I.2. Determination of anchor pull out resistance R . 58
a
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ISO/DIS 22477-5
Annex J (informative) Guidance on test interpretation: Method 2 . 61
J.1 Determination of Anchor critical resistance R . 61
c
J.2. Determination of Anchor pull out resistance R . 61
a
Figures
Figure 1 — Sketch of a ground anchor (details of anchor head and head protection omitted). 4
Figure 2 — Test loading set-up (example for an investigation test). 5
Figure A.1 — Loading procedure – Investigation test method 1 . 11
Figure A.2 — Loading procedure – Suitability test method 1 . 14
Figure A.3 — Loading procedure – Acceptance test method 1 . 17
Figure B.1 — Cyclic tension test A (Method 1) – Example of investigation test report . 21
Figure B.2 — - Cyclic tension test A (Method 1) – Example of suitability test report. 22
Figure B.3 — Cyclic tension test A (Method 1) – Example of acceptance test report. 23
Figure C.1 — Loading procedure – Investigation test method 2 . 26
Figure C.2 — Loading procedure – Suitability test method 2 . 30
Figure C.3 — Loading procedure – Acceptance test method 2 . 33
Figure D.1 — Cyclic tension test B (Method 2) – Example of investigation test report . 36
Figure D.2 — Cyclic tension test B (Method 2) – Example of suitability test report. 37
Figure D.3 — Cyclic tension test B (Method 2) – Example of acceptance test report. 38
Figure E.1 — Loading procedure – Investigation test method 3 . 41
Figure E.2 — Loading procedure – Suitability test method 3 . 44
Figure E.3 — Loading procedure – Acceptance test method 3 . 47
Figure F.1 — Maintained tension test (Method 3) – Example of investigation test report . 51
Figure F.2 — Maintained tension test (Method 3) – Example of suitability test report. 52
Figure F.3 — Maintained tension test (Method 3) – Example of acceptance test report. 53
Figure G.1 — Determination of the slope of the stabilization curve at constant load. 54
Figure I.1 — Determination of the anchor critical resistance – Investigation test. 58
Figure I.2 — Determination of the anchor pull out resistance – Investigation test . 60
Figure J.1 — Determination of the anchor critical resistance – Investigation test. 61
Figure J.2 — Determination of the anchor pull out resistance – Investigation test . 62
© ISO 2004 – All rights reserved v
DRAFT 2005
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ISO/DIS 22477-5
Tables
Table A.1 — Loading procedure – Investigation test method 1 .11
Table A.2 — Loading procedure – Suitability test method 1 .15
Table A.3 — Loading procedure – Acceptance test method 1 .18
Table C.1 — Loading procedure – Investigation test method 2 .27
Table C.2 — Loading procedure – Suitability test method 2 .30
Table C.3 — Loading procedure – Acceptance test method 2 .33
Table E.1 — Loading procedure – Investigation test method 3 .41
Table E.2 — Loading procedure – Suitability test method 3 .45
Table E.3 — Loading procedure – Acceptance test method 3 .48
Table E.4 — Additional load steps where friction occurs - Acceptance test method 3.48
Table H.1 — Permissible cumulative loss of load k .57
l
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ISO/DIS 22477-5
Foreword
ISO (the International Organization for Standardization) is a worldwide federation of national standards bodies
(ISO member bodies). The work of preparing International Standards is normally carried out through ISO
technical committees. Each member body interested in a subject for which a technical committee has been
established has the right to be represented on that committee. International organizations, governmental and
non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closely with the
International Electrotechnical Commission (IEC) on all matters of electrotechnical standardization.
International Standards are drafted in accordance with the rules given in the ISO/IEC Directives, Part 2.
The main task of technical committees is to prepare International Standards. Draft International Standards
adopted by the technical committees are circulated to the member bodies for voting. Publication as an
International Standard requires approval by at least 75 % of the member bodies casting a vote.
Attention is drawn to the possibility that some of the elements of this document may be the subject of patent
rights. ISO shall not be held responsible for identifying any or all such patent rights.
ISO 22477-5 was prepared by Technical Committee ISO/TC 182, Geotechnics, Subcommittee SC 1,
Geotechnical investigation and testing.
ISO 22477 consists of the following parts, under the general title Geotechnical investigation and testing —
Testing of geotechnical structures:
Pa
...
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