P1997-18 Volume 1 BO^S' 97
Transcript of P1997-18 Volume 1 BO^S' 97
P1997-18 Volume 1
BO^S' 97 Eighth International
Conference on the
BEHAVIOUR OF OFFSHORE
STRUCTURES
TTICHNISCm IJIWEKSFTEIT Scheepshydrcaiaecliaiiica
A r c h i e f Mekelweg 2, 2628 CD Delft Tel:015-2786873/Fax::2781836
Volume 1 Invited Papers,
Geotechnics, Miscellaneous.
Editor J. H. Vugts
P E R G A M O N
TECHNISCHE UNIVERSimr Uboratortum voof
Scheepahydromechantea Archief
Mekelweg 2,2628 CD Delft taü 018- 78887S - Fa* 015 - 78183*
BOSS '97 BEHAVIOUR OF OFFSHORE STRUCTURES
Volume 1
Invited Papers
Geotechnics
Miscellaneous
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Elsevier Titles of Related Interest
CHRYSSOSTOMIDIS
BOSS '94, Behaviour of Offshore Structures (3 Volume Set)
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Thin-Walled Structures with Structural Imperfections: Analysis and Behavior
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BOSS '91 BEHAVIOUR OF OFFSHORE STRUCTURES
Volume 1
Invited Papers Geotechnics
Miscellaneous
Edited hy J. H. Vugts
Delft University of Technology
Aula Congress Centre of the
Delft University of Technology
PERGAMON
U K Elsevier Science Ud, The Boulevard, Langford Lane, Kidlington. Oxford. OX5 1GB, Englatid
USA Elsevier Science Inc., 655 Avenue of the America, New York, 10100, USA
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Copyright © 1997 Elsevier Science
All Rights Reserved. No pan of this publication may hc reproduced, stored in a retrieval syslem or transmitted in any form or hy any means: electnmie, elcclrostalic, magnetic tape, mechanical photocopying, recording or otherwise, without prior permission in wnting from the puhlisher.
First edition 1997
Library of Congress Cataloging in Publication Data A catalogue record for this title is available from the Lihraiy of Congress.
British Library Cataloguing in Publication Data A catalogue record for this title is available from the British Library.
ISBN 0-08-042831-2 (volume I)
ISBN 0-08-042834-7 (three volume set)
Printed and bound in Great Britam hy Redwood Books L.
TABLE OF CONTENTS
Invited papers
Significanl Developments in Offsiiore Geosciences H J Kolk, Fugro Engineers B.V., The Netherlands and K J Campbell, Fugro-McClelland Marine Geosciences Inc., USA 3
Engineering Challenges of EI<ofislc. The Firsl North Sea Oil Field P Broughton, Phillips Petroleum Company, Norway 41
Geotechnics: Liquefaction and Drainage, Pile Design
The Cyclic Liquefaction Potential of a Submerged Coheslonless Sand Bed: A Practical Method F B J Barends, Delft Geotechnics and Delft University of Technology and P A Ruygrok, Delft Geotechnics, The Netherlands _ 71
Effecl of Drainage with Preshearing on Undrained Cyclic Shear Behaviour of Dense Sand K Sato, Fukuoka University, K Yasuhara, Ibaraki University and N Yoshida, Fukuoka University, Japan 85
Liquefaction Around Buried Pipe Lines A Verruijt, Delft University o f Technology, V M P J de Bruijn, Hollandse Aannemings Maatschappij, The Netherlands and B Muralidhar, Central Water and Power Research Station, India 99
Applying lite New Imperial College Pile Design Methods to Large Open-Ended Piles in Clay and Sand F C Chow, Geotechnical Consulting Group and R J Jardine, Imperial College, U K 109
Geotechnics: Anchors and Bucket Foundations
The Capacity of Deep Embedded Anchors I F de Graaf, A Verruijt, Delft University of Technology and G Degenkamp, Vri jhof Ankers B.V.,The Netherlands 125
Geotechnical Design and Installation Behaviour of Suction Anchor Piles—Comparison with Drag Ancliors J-L Colliat, P Boisard, ELF Aquitaine Production, France, J-C Gramet, SBM, Monaco and P Sparrevik, N G I , Norway 133
Analyses of Skirted Foundalions and Anchors in Sand Subjected lo Cyclic Loading H P Jostad, K H Andersen, Norwegian Geotechnical Institute and T I Tjelta, Statoil, Norway.... 149
Soil-Structure interaction of llie Draupner E Bucliet Foundation During Storm Conditions G Svano, G Eiksund, A Kavli , H Lango, D Karunakaran, SINTEF and T I Tjelta, Statoil, Norway 163
V
vi Contents
Geotechnics: Pipeline Cover, Settlement, Spud Cans
Pipeline Rock Co\er Damage Assessment P Lomonaco, University ofCantabria, Spain and W H O Klomp, Delft Hydraulics, The Netherlands 179
Stability of Pipeline Covers Under Waves and Currents M Levit. Delft University of Technology, M R A van Gent. Delft Hydraulics and W W Massie, Delft University of Technology. The Netherlands 195
Wave-Iiuluced Residual Sctllcmenls in Soft Seabed Soils K Yasuhara. S Murakami, Ibaraki University and N Toyota, Tokyo Electrical Power Company Ltd, Japan 211
Centrifuge Tests on tlie Influence of Shape on the Sliding Beliaviour of Spudcans H G B Allcrsma. Delft University of Technology, The Netherlands. 225
Geotechnics: Foundations on Calcareous Soils
Drivabiliiy Prediclions for Closed-Ended Pipe Piles in Calcareous Sandy Soils—Class "A" Predictions G P Bernardes, UNESP. and A C M Kormann. Federal University of Parana Curitiba. Brazil.... 237
Load Transfer Curves for Piles hi Calcareous Sand G J Dyson and M F Randolph, The University of Western Australia. Australia 245
A Yield Envelope Design Approach f or Caisson Foundations in Culcaretnis Sediments P G Watson and M F Randolph. The University of Western Australia, Australia 259
Miscellaneous: Pipelines
On the Design of Integral Buckle Arrestors for Offshore Pipelines S Kyriakides. T D Park and T A Netto, The University of Texas at Austin. USA 277
On the Buckling Behaviour of Pipe Bundles u ith High Temperature Flows M Dixon, Subsea and Pipeline Engineering Ltd. B Herd. Britannia Operator Ltd. M H Patel, O J Pearson. University College London. UK and M A Vaz, Federal University of Rio de Janeiro, Brazil 291
Tlirec-Dlnienslonal Transient Lay Analysis for Offshore Applications M A Vaz. Universidade Federal do Rio de Janeiro and W T Pinto, Fundafao Universidade do Rio Grande. Brazil 305
A Uniform Approach lo Pipeline Third Parly Risk Analysis HeereMac, M de Jonge, W Massie and P Liu. INTEC Engineering Delft University of Technology. The Netheriands 315
Miscellaneous
On the Influence of Vessel Motions on Shallow Water Subsea Umbilical Installation W T Pinto. Fundacao Universidade do Rio Grande. Brazil and JA Witz, University College London. U K 333
Deep-Walcr Metallic Riser Design: A Rcliabiliiv Approach B J Leira, Sintef, R Torhaug. N Sodahl, Det Norske Veritas and R H Kirkvik , SeaFlex, Norway 341