Testing of Concrete in Structures: Fourth Edition

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Testing of Concrete inStructuresFourth editionJ.H. BungeyEmeritus Professor of Civil EngineeringUniversity of LiverpoolS.G. MillardReader in Civil EngineeringUniversity of LiverpoolM.G. GranthamConsultant – M.G. Associates Construction Consultancy LtdDirector – G.R. Technologie Ltd
First published 1982by Surrey University PressSecond edition published 1989by Spon PressThird edition published 1995by Spon PressFourth edition published 2006by Taylor & Francis2 Park Square, Milton Park, Abingdon, Oxon OX14 4RNSimultaneously published in the USA and Canadaby Taylor & Francis270 Madison Ave, New York, NY 10016, USATaylor & Francis is an imprint of the Taylor & Francis Group© 1982, 1989 and 1995 John H. Bungey© 2006 John H. Bungey, Steve G. Millard, Michael G. GranthamThis edition published in the Taylor & Francis e-Library, 2006.“To purchase your own copy of this or any of Taylor & Francis or Routledge’scollection of thousands of eBooks please go to www.eBookstore.tandf.co.uk.”All rights reserved. No part of this book may be reprinted orreproduced or utilised in any form or by any electronic, mechanical, orother means, now known or hereafter invented, including photocopyingand recording, or in any information storage or retrieval system, withoutpermission in writing from the publishers.The publisher makes no representation, express or implied, with regardto the accuracy of the information contained in this book and cannotaccept any legal responsibility or liability for any errors oromissions that may be made.British Library Cataloguing in Publication DataA catalogue record for this book is available from the British LibraryLibrary of Congress Cataloging in Publication DataBungey, J.H.Testing of concrete in structures / John H. Bungey,Steve G. Millard, Michael G. Grantham. — 4th ed.p. cm.ISBN 0–415–26301–8 (hardback : alk. paper)1. Concrete—Testing. 2. Concrete construction—Testing.I. Millard, S.G. II. Grantham, Mike. III. Title.TA440.B79 20066241 ′ 834 ′ 0287—dc222005022828ISBN10: 0–415–26301–8ISBN13: 978–0–415–26301–6
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Page 7 and 8: viContents2.3 Theory, calibration a
Page 9: viiiContents7.5 Tests for freeze-th
Page 12 and 13: Prefacexiwish to study particular m
Page 14 and 15: Chapter 1Planning and interpretatio
Page 16 and 17: Planning and interpretation of in-s
Page 36 and 37: 1.6 InterpretationPlanning and inte
Page 50 and 51: Surface hardness methods 37Figure 2
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Surface hardness methods 41influenc
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Surface hardness methods 43cases ab
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2.3.2 CalibrationSurface hardness m
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Surface hardness methods 47Figure 2
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Surface hardness methods 49(i) Conc
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Chapter 3Ultrasonic pulse velocitym
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Ultrasonic pulse velocity methods 5
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3.5 Reliability and limitationsUltr
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Partially destructive strength test
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4.1.1.4 Reliability, limitations an
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Cores 121discussed in Chapter 1, re
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Figure 5.1 Core cutting drill.
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Cores 125of the location and size o
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Cores 127Figure 5.3 Point load test
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Cores 129Figure 5.4 Excess voidage
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Cores 131where r = bar diameter c
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Cores 133The strength differences b
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Cores 135from flexurally cracked te
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Cores 1371.0Ratio of measured core
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Cores 1393 applied to the 95% confi
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6.1 In-situ load testingLoad testin
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Load testing and monitoring 143It w
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Load testing and monitoring 145Figu
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Figure 6.5 Test load on roof slab u
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Load testing and monitoring 149to e
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Load testing and monitoring 157Long
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Load testing and monitoring 159Deve
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Load testing and monitoring 161is t
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Load testing and monitoring 163Ligh
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Load testing and monitoring 165Tabl
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Load testing and monitoring 167gaug
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Load testing and monitoring 169(iii
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Load testing and monitoring 171pref
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Load testing and monitoring 173stra
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Load testing and monitoring 17528Me
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Durability tests 177DC electric cur
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Durability tests 179the rate of cor
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Durability tests 181Figure 7.5 Prof
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Durability tests 183in detail to gi
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Durability tests 185cement concrete
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Durability tests 187Figure 7.11 Typ
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Durability tests 189Figure 7.15 Whe
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Durability tests 191concrete. Engin
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Figure 7.18 Four-probe resistivity
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Durability tests 195Although the pr
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Durability tests 197(v) Evaluating
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Area %10090807060504030201000Decrea
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Durability tests 201Some studies ha
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Durability tests 203It is well esta
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Durability tests 205in which the wa
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Durability tests 207Adsorbed layerL
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Durability tests 209applied head an
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Durability tests 211reading should
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Durability tests 213Figure 7.30 Mod
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Durability tests 215A water permeab
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Durability tests 217types, strength
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Durability tests 219at 105 ± 5 C
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Durability tests 221although ultras
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Chapter 8Performance and integrity
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Performance and integrity tests 225
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Figure 8.22 ‘Coma’ mini maturit
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Chapter 9Chemical testing and allie
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Chemical testing and allied techniq
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Table 9.1 Comparison of chloride an
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Appendix ATypical cases of test pla
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Appendix A 297UPV: mean velocity =
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Adopt estimated in-situ standard de
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Appendix A 301without cores, it may
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Appendix A 303(iii) ProposalsVisual
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Appendix BExamples of pulse velocit
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Appendix B 307Figure B3thusestimate
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Appendix CExample of evaluation of
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Appendix C 311Table C1No. of cores
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References 31317 Carino, N.J. Nonde
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References 31558 BS EN 12504-2 Test
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References 31796 Nasser, K.W. and A
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References 319134 Stoll, U.W. Compr
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References 321175 Basheer, P.A.M.,
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References 323209 Andrade, C. and M
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References 325244 Kreijger, P.C. Th
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References 327282 Bungey, J.H., Sha
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References 329322 Tawhed, W. and Ga
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References 331358 Jenkins, D.R. and
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References 333399 Polivka, M., Kell
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Index 335chemicalanalysis 6, 34, 12
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Index 337optical fibres 162-3, 170o
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Index 339water content 261, 263, 26
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