EN ISO Geotechnical investigation and testing Field testing. Part 1: Electrical cone and piezocone penetration test

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1 ÖNORM EN ISO Edition: Geotechnical investigation and testing Field testing Part 1: Electrical cone and piezocone penetration test (ISO :2012) Geotechnische Erkundung und Untersuchung Felduntersuchungen Teil 1: Drucksondierungen mit elektrischen Messwertaufnehmern und Messeinrichtungen für den Porenwasserdruck (ISO :2012) Reconnaissance et essais géotechniques Essais en place Partie 1: Essai de pénétration au cône électrique et au piézocône (ISO :2012) Publisher and printing Austrian Standards Institute/ Österreichisches Normungsinstitut (ON) Heinestraße 38, 1020 Wien Copyright Austrian Standards Institute All rights reserved. No part of this publication may be reproduced or utilized in any form or by any means electronic, mechanical and photocopying or any other data carrier without prior permission! Internet: Sale and distribution of national and foreign standards and technical regulations via Austrian Standards plus GmbH Heinestraße 38, 1020 Wien Internet: Webshop: Tel.: Fax: ICS Identical (IDT) with ISO : Identical (IDT) with EN ISO : responsible Committee 023 Geotechnical Engineering

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3 EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM EN ISO September 2012 ICS English Version Geotechnical investigation and testing - Field testing - Part 1: Electrical cone and piezocone penetration test (ISO :2012) Reconnaissance et essais géotechniques - Essais en place - Partie 1: Essai de pénétration au cône électrique et au piézocône (ISO :2012) Geotechnische Erkundung und Untersuchung - Felduntersuchungen - Teil 1: Drucksondierungen mit elektrischen Messwertaufnehmern und Messeinrichtungen für den Porenwasserdruck (ISO :2012) This European Standard was approved by CEN on 14 September 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 worldwide for CEN national Members. Ref. No. EN ISO :2012: E

4 EN ISO :2012 (E) Contents Page Foreword...3 2

5 EN ISO :2012 (E) Foreword This document (EN ISO :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 March 2013, and conflicting national standards shall be withdrawn at the latest by March 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. According to the CEN/CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: 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 the United Kingdom. 3

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7 INTERNATIONAL STANDARD ISO First edition Geotechnical investigation and testing Field testing Part 1: Electrical cone and piezocone penetration test Reconnaissance et essais géotechniques Essais en place Partie 1: Essais de pénétration au cône électrique et au piézocône Reference number ISO :2012 (E) ISO 2012

8 ISO :2012 (E) COPYRIGHT PROTECTED DOCUMENT ISO 2012 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. ISO copyright office Case postale 56 CH-1211 Geneva 20 Tel Fax Web Published in Switzerland ii ISO 2012 All rights reserved

9 ISO :2012 (E) Contents Page Foreword... v Introduction... vi 1 Scope Normative references Terms, definitions and symbols Terms and definitions Symbols Equipment Cone penetrometer Tolerances Surface roughness Cone Friction sleeve Filter element Gaps and soil seals Push rods Measuring system Thrust machine Test procedures Selection of cone penetrometer Selection of equipment and procedures Position and level of thrust machine Preparation of the test Pushing of the cone penetrometer Use of friction reducer Frequency of logging parameters Registration of penetration length Dissipation test Test completion Equipment checks and calibrations Safety requirements Test results Measured parameters Correction of parameters Calculated parameters Reporting General Reporting of test results Presentation of test results Presentation of test results and calculated parameters 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 ISO 2012 All rights reserved iii

10 ISO :2012 (E) Bibliography...36 Figures Figure 1 Cross section of an example of a cone penetrometer... 3 Figure 2 Locations of pore pressure filters... 6 Figure 3 Penetration length and penetration depth (schematic only)... 8 Figure 4 Tolerance requirements for use of 1000 mm 2 cone penetrometer Figure 5 Geometry and tolerances of friction sleeve Figure 6 Correction of cone resistance and sleeve friction due to the unequal end area effect Figure A.1 Pressure chamber for determination of the net area ratio, a Tables Table 1 Types of cone penetration test Table 2 Application classes Table A.1 Control scheme for maintenance routines iv ISO 2012 All rights reserved

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