oSIST prEN ISO 22477-1:2006
Geotechnical investigation and testing - Testing of geotechnical structures - Part 1: Pile load test by static axially loaded compression (ISO/DIS 22477-1:2005)
Geotechnical investigation and testing - Testing of geotechnical structures - Part 1: Pile load test by static axially loaded compression (ISO/DIS 22477-1:2005)
This Standard establishes the specifications for the execution of static pile load tests in which a single pile is subjected to an axial static load in compression in order to define its load-displacement behaviour. The provisions of EN 22477-1 apply to vertical piles as well as raking piles. All types of piles are covered by this standard. The tests considered in this Standard are limited to maintained load tests.
EN 22477-1 shall be used in conjunction with EN 1997-1. Numerical values of partial factors for limit states and of correlation factors to derive characteristic values from static pile load tests to be taken into account in design are provided in EN 1997-1. Guidance on
analysis of the load testing results is given in the informative Annex D.
This Standard provides specifications for:
a) Investigation tests, whereby the pile is loaded up to failure or close to failure ;
b) Control tests, whereby the pile is loaded up to a specified load in excess of the SLS
design action.
Geotechnische Erkundung und Untersuchung - Prüfung von geotechnischen Bauwerken und Bauwerksteilen - Teil 1: Pfahlprobebelastungen durch statische axiale Druckbelastungen (ISO/DIS 22477-1:2005)
Diese Norm legt die Spezifikationen für die Durchführung statischer Pfahlprobebelastungen fest, bei denen ein einzelner Pfahl einer axialen statischen Druckbelastung ausgesetzt wird, um so sein Last Verschiebungs Verhalten zu bestimmen.
Die Bestimmungen der EN 22477 1 gelten sowohl für vertikale als auch für geneigte Pfähle.
Die vorliegende Norm deckt alle Pfahltypen ab.
Die in dieser Norm betrachteten Prüfungen sind auf lastgesteuerte Probebelastungen begrenzt.
EN 22477 1 ist im Zusammenhang mit EN 1997 1 anzuwenden. EN 1997 1 enthält Zahlenwerte der Teilsicherheitsbeiwerte für Grenzzustände und der Korrelationsfaktoren, mit deren Hilfe aus statischen Pfahlprobebelastungen Kennwerte abgeleitet werden können, die bei der Bemessung zu berücksichtigen sind. Eine Anleitung zur Analyse der Ergebnisse der Probebelastungen ist im informativen Anhang D angegeben.
Diese Norm enthält Spezifikationen für:
a) Untersuchungsprüfungen, bei denen der Pfahl bis zum Versagen oder annähernd bis zum Versagen belastet wird;
b) Kontrollprüfungen, bei denen der Pfahl bis zu einer festgelegten Last beansprucht wird, die über die Bemessungseinwirkung beim Grenzzustand der Gebrauchstauglichkeit hinausgeht.
Reconnaissance et essais géotechniques - Essais de structures géotechniques - Partie 1: Essai de charge statique axiale en compression (ISO/DIS 22477-1:2005)
Geotehnično preiskovanje in preskušanje – Preskušanje geotehničnih konstrukcij – 1. del: Preskušanje nosilnih pilotov s statično osno stiskalno obremenitvijo (ISO/DIS 22477-1:2005)
General Information
Standards Content (Sample)
SLOVENSKI oSIST prEN ISO 22477-1:2006
PREDSTANDARD
marec 2006
Geotehnično preiskovanje in preskušanje – Preskušanje geotehničnih
konstrukcij – 1. del: Preskušanje nosilnih pilotov s statično osno stiskalno
obremenitvijo (ISO/DIS 22477-1:2005)
Geotechnical investigation and testing – Testing of geotechnical structures – Part
1: Pile load test by static axially loaded compression (ISO/DIS 22477-1:2005)
ICS 93.020 Referenčna številka
© Standard je založil in izdal Slovenski inštitut za standardizacijo. Razmnoževanje ali kopiranje celote ali delov tega dokumenta ni dovoljeno
EUROPEAN STANDARD
DRAFT
NORME EUROPÉENNE
EUROPÄISCHE NORM
December 2005
ICS 93.020
English Version
Geotechnical investigation and testing - Testing of geotechnical
structures - Part 1: Pile load test by static axially loaded
compression (ISO/DIS 22477-1:2005)
Reconnaissance et essais géotechniques - Essais de
structures géotechniques - Partie 1: Essai de charge
statique axiale en compression (ISO/DIS 22477-1:2005)
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
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CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,
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Slovenia, Spain, Sweden, Switzerland and United Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are aware and to
provide supporting documentation.
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.
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© 2005 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN ISO 22477-1:2005: E
worldwide for CEN national Members.
Foreword
This document (prEN ISO 22477-1:2005) 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.
DRAFT INTERNATIONAL STANDARD ISO/DIS 22477-1
ISO/TC 182/SC 1 Secretariat: DIN
Voting begins on Voting terminates on
2005-12-22 2006-05-22
INTERNATIONAL ORGANIZATION FOR STANDARDIZATION • МЕЖДУНАРОДНАЯ ОРГАНИЗАЦИЯ ПО СТАНДАРТИЗАЦИИ • ORGANISATION INTERNATIONALE DE NORMALISATION
Geotechnical investigation and testing — Testing of geotechnical
structures —
Part 1:
Pile load test by static axially loaded compression
Reconnaissance et essais géotechniques — Essais de structures géotechniques —
Partie 1: Essai de charge statique axiale en compression
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
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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.
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AS AN INTERNATIONAL STANDARD UNTIL PUBLISHED AS SUCH.
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© International Organization for Standardization, 2005
ISO/DIS 22477-1
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ii © ISO 2005 – All rights reserved
ISO/DIS 22477-1
Contents Page
Foreword .v
1 Scope.1
2 Normative references.1
3 Terms, definitions and symbols .2
4 Equipment .3
4.1 General .3
4.2 Reaction device .4
4.3 Force input .4
4.4 Reference frame and points .5
4.5 Measurements .5
5 Test procedure.7
5.1 General .7
5.2 Test preparation .7
5.3 Loading procedure.8
6 Test results .10
7 Test report.11
Annex A (normative) Summarizing tables .20
Annex B (informative) Soil investigation .23
Annex C (informative) Number of test piles .24
Annex D (informative) Deductions from the test results.25
Figures
Figure 1 — Q-s plot .12
h
Figure 2 — t-Q plot .13
Figure 3 — t-s plot.14
h
Figure 4 — log(t) - s plot.15
h
Figure 5 — α - Q plot .16
Figure 6 — Q - s plot.16
h,inf
Figure 7 — Q, Q , Q - s plot .17
b s h
Figure 8 — Q, Q , Q - s plot .17
b s h
Figure 9 — Load distribution.18
Figure 10 — Unit friction mobilisation curves.19
Figure D.1 .26
Figure D.2 .26
Figure D.3 .26
ISO/DIS 22477-1
Tables
Table A.1 — Equipment. 20
Table A.2 — Test procedure . 21
iv © ISO 2005 – All rights reserved
ISO/DIS 22477-1
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.
ISO 22477-1 was prepared by Technical Committee ISO/TC 182, Geotechnics, Subcommittee SC 1, and by
Technical Committee CEN/TC 341, Geotechnical investigation and testing in collaboration.
ISO 22477 consists of the following parts, under the general title Geotechnical investigation and testing —
Testing of geotechnical structures:
⎯ Part 1: Pile load test by static axially loaded compression
⎯ Part 2: Pile load test by static axially loaded tens
...
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