EN ISO 22476-5:2012
(Main)Geotechnical investigation and testing - Field testing - Part 5: Flexible dilatometer test (ISO 22476-5:2012)
Geotechnical investigation and testing - Field testing - Part 5: Flexible dilatometer test (ISO 22476-5:2012)
ISO 22476-5:2012 specifies the equipment requirements, execution of and reporting on flexible dilatometer tests.
ISO 22476-5:2012 is applicable to tests in ground stiff enough not to be adversely affected by the drilling operation.
ISO 22476-5:2012 is applicable to four procedures for conducting a test with the flexible dilatometer.
ISO 22476-5:2012 applies to tests performed up to 1 800 m depth. Testing can be conducted either on land or off-shore.
Geotechnische Erkundung und Untersuchung - Felduntersuchungen - Teil 5: Versuch mit dem flexiblen Dilatometer (ISO 22476-5:2012)
Dieser Teil von ISO 22476 gilt für Felduntersuchungen unter Anwendung des Versuchs mit dem flexiblen Dilatometer als Teil der geotechnischen Erkundung und Untersuchung nach EN 1997 1 [1] und EN 1997 2 [2].
Dieser Teil von ISO 22476 gilt für Versuche in einem Baugrund, der ausreichend steif ist, um durch den Bohrvorgang nicht beeinträchtigt zu werden.
Dieser Teil von ISO 22476 gilt für vier Verfahren zur Durchführung eines Versuchs mit dem flexiblen Dilato-meter.
Dieser Teil von ISO 22476 gilt für Versuche in einer Tiefe bis einschließlich 1 800 m. Versuche können entweder auf Land oder auf See durchgeführt werden.
Reconnaissance et essais géotechniques - Essais en place - Partie 5: Essai au dilatomètre flexible (ISO 22476-5:2012)
L'ISO 22476-5:2012 traite des exigences relatives à l'appareillage, à l'exécution et au compte rendu des essais au dilatomètre flexible.
L'ISO 22476-5:2012 est applicable aux essais dans un terrain suffisamment ferme pour ne pas être affecté par l'opération de forage.
L'ISO 22476-5:2012 est applicable aux quatre modes opératoires permettant de réaliser un essai avec le dilatomètre flexible.
L'ISO 22476-5:2012 s'applique aux essais réalisés jusqu'à 1 800 m de profondeur. Les essais peuvent être menés en milieu terrestre ou aquatique.
Geotehnično preiskovanje in preskušanje - Preskušanje na terenu - 5. del: Preskus s podajnim dilatometrom v vrtini (ISO 22476-5:2012)
Ta del standarda ISO 22476 določa zahteve glede opreme, izvajanja preskusov s podajnim dilatometrom v vrtini ter poročanja v zvezi z njimi. Ta del standarda ISO 22476 se uporablja za preskuse v tleh, ki so dovolj trdna, da vrtanje nima negativnega vpliva. Ta del standarda ISO 22476 se uporablja za štiri postopke za izvajanje preskusa s podajnim dilatometrom v vrtini. Ta del standarda ISO 22476 se uporablja za preskuse, ki se izvajajo v globini do 1800 m. Preskušanje lahko poteka na kopnem ali na morju.
General Information
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Standards Content (Sample)
SLOVENSKI STANDARD
01-junij-2013
*HRWHKQLþQRSUHLVNRYDQMHLQSUHVNXãDQMH3UHVNXãDQMHQDWHUHQXGHO3UHVNXV
VSRGDMQLPGLODWRPHWURPYYUWLQL,62
Geotechnical investigation and testing - Field testing - Part 5: Flexible dilatometer test
(ISO 22476-5:2012)
Geotechnische Erkundung und Untersuchung - Felduntersuchungen - Teil 5: Versuch mit
dem flexiblen Dilatometer (ISO 22476-5:2012)
Reconnaissance et essais géotechniques - Essais en place - Partie 5: Essai au
dilatomètre flexible (ISO 22476-5:2012)
Ta slovenski standard je istoveten z: EN ISO 22476-5:2012
ICS:
93.020 Zemeljska dela. Izkopavanja. Earthworks. Excavations.
Gradnja temeljev. Dela pod Foundation construction.
zemljo Underground works
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
EUROPEAN STANDARD
EN ISO 22476-5
NORME EUROPÉENNE
EUROPÄISCHE NORM
December 2012
ICS 93.020
English Version
Geotechnical investigation and testing - Field testing - Part 5:
Flexible dilatometer test (ISO 22476-5:2012)
Reconnaissance et essais géotechniques - Essais en place Geotechnische Erkundung und Untersuchung -
- Partie 5: Essai au dilatomètre flexible (ISO 22476-5:2012) Felduntersuchungen - Teil 5: Versuch mit dem flexiblen
Dilatometer (ISO 22476-5:2012)
This European Standard was approved by CEN on 25 November 2012.
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. Up-to-date lists and bibliographical references concerning such national
standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member.
This European Standard exists 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 CEN-CENELEC Management Centre has the same
status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,
Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United
Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2012 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN ISO 22476-5:2012: E
worldwide for CEN national Members.
Contents Page
Foreword .3
Foreword
This document (EN ISO 22476-5:2012) has been prepared by Technical Committee CEN/TC 341
“Geotechnical Investigation and Testing", the secretariat of which is held by ELOT, in collaboration with
Technical Committee ISO/TC 182 "Geotechnics".
This European Standard shall be given the status of a national standard, either by publication of an identical
text or by endorsement, at the latest by June 2013, and conflicting national standards shall be withdrawn at
the latest by June 2013.
Attention is drawn to the possibility that some of the elements of this document may be the subject of patent
rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights.
Selon le Règlement Intérieur du CEN/CENELEC, les instituts de normalisation nationaux des pays suivants
sont tenus de mettre cette Norme européenne en application : Allemagne, Ancienne République yougoslave
de Macédoine, Autriche, Belgique, Bulgarie, Chypre, Croatie, Danemark, Espagne, Estonie, Finlande, France,
Grèce, Hongrie, Irlande, Islande, Italie, Lettonie, Lituanie, Luxembourg, Malte, Norvège, Pays-Bas, Pologne,
Portugal, République tchèque, Roumanie, Royaume-Uni, Slovaquie, Slovénie, Suède, Suisse et Turquie.
INTERNATIONAL ISO
STANDARD 22476-5
First edition
2012-12-01
Geotechnical investigation and testing —
Field testing —
Part 5:
Flexible dilatometer test
Reconnaissance et essais géotechniques — Essais en place —
Partie 5: Essai au dilatomètre flexible
Reference number
ISO 22476-5:2012(E)
©
ISO 2012
ISO 22476-5:2012(E)
All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized in any form or by any means,
electronic or mechanical, including photocopying and microfilm, without permission in writing from either ISO at the address below or ISO’s
member body in the country of the requester.
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Published in Switzerland
ii © ISO 2012 – All rights reserved
ISO 22476-5:2012(E)
Contents Page
Foreword .iv
Introduction . v
1 Scope . 1
2 Normative references . 1
3 Terms, definitions and symbols . 1
3.1 Terms and definitions . 1
3.2 Symbols and abbreviations . 3
4 Equipment . 5
4.1 General . 5
4.2 Dilatometer probe . 6
4.3 Pressure control and displacement measuring units . 8
4.4 Connecting lines . 8
4.5 Measurement and control accuracy . 8
4.6 Data logging . 9
5 Test procedure . 9
5.1 Safety requirements . 9
5.2 Assembly of parts . 9
5.3 Calibration of the testing device and corrections of readings . 9
5.4 Uncertainties of measurement .10
5.5 Preparation for the sounding .10
5.6 Pocket drilling and device placing .10
5.7 Test execution . 11
5.8 End of loading .12
5.9 Back-filling of borehole .12
6 Test results .12
6.1 Basic equations .12
6.2 Loading test .13
6.3 Constant pressure tests (procedure D) .16
6.4 Uncorrected and corrected graphs .17
7 Test report .18
7.1 General .18
7.2 Reporting of test results .18
7.3 Choice of axis scaling .20
7.4 Presentation of test results .20
Annex A (normative) Calibration and corrections .21
Annex B (normative) Performing the test .24
Annex C (normative) Field report and G results .28
FDT
Annex D (normative) Accuracy and uncertainties .30
Bibliography .31
ISO 22476-5:2012(E)
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 22476-5 was prepared by the European Committee for Standardization (CEN) Technical Committee
CEN/TC 341, Geotechnical investigation and testing, in collaboration with Technical Committee ISO/TC 182,
Geotechnics, Subcommittee SC 1, Geotechnical investigation and testing, in accordance with the Agreement
on technical cooperation between ISO and CEN (Vienna Agreement).
ISO 22476 consists of the following parts, under the general title Geotechnical investigation and testing —
Field testing:
— Part 1: Electrical cone and piezocone penetration tests
— Part 2: Dynamic probing
— Part 3: Standard penetration test
— Part 4:Ménard pressuremeter test
— Part 5: Flexible dilatometer test
— Part 7: Borehole jack test
— Part 9: Field vane test
— Part 10: Weight sounding test [Technical Specification]
— Part 11: Flat dilatometer test [Technical Specification]
— Part 12: Mechanical cone penetration test (CPTM)
iv © ISO 2012 – All rights reserved
ISO 22476-5:2012(E)
Introduction
The results of dilatometer tests are used for deformation calculations provided that the range of stresses
applied in the test are representative of the stresses to be applied by the proposed structure. Loc
...
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