This paper deals with the repair and the installation of cathodic protection of a major marine facility in Vancouver Harbour. The repairs discussed were required as the result of severe marine corrosion and due to poor weld splices in the dock's piles.

Subject
Steel structures, Materials, Corrosion rate, Photography, Parent metals, Metal loss, Repair, Metals, Rehabilitation, Steel, Ports and harbors, Piles, Concrete
© 1979 Association for Materials Protection and Performance (AMPP). All rights reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted, in any form or by any means (electronic, mechanical, photocopying, recording, or otherwise) without the prior written permission of AMPP. Positions and opinions advanced in this work are those of the author(s) and not necessarily those of AMPP. Responsibility for the content of the work lies solely with the author(s).
1979
Association for Materials Protection and Performance (AMPP)
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