P1997-18
Volume 1
BO^S'
97
Eighth International
Conference on the
B E H A V I O U R O F
O F F S H O R E
S T R U C T U R E S
TTICHNISCm IJIWEKSFTEIT
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Volume 1
I n v i t e d P a p e r s ,
Geotechnics, Miscellaneous.
Editor
J. H . Vugts
P E R G A M O N
TECHNISCHE UNIVERSimr
Uboratortum voof
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BOSS '97
B E H A V I O U R O F O F F S H O R E S T R U C T U R E S
Volume 1
Invited Papers
Geotechnics
Miscellaneous
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CHRYSSOSTOMIDIS
BOSS '94, Behaviour of Offshore Structures (3 Volume Set) B J O R H O V D E , C O L S O N & Z A N D O N I N I
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ICASS '96, Advances in Steel Structures (2 Volume Set) S H A N M U G A M & C H O O
4th Pacific Structural Steel Conference - Structural Steel (3 Volume Set) G O D O Y
Thin-Walled Structures with Structural Imperfections: Analysis and Behavior OEHLERS & B R A D F O R D
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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 o f the Delft University o f Technology
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Copyright © 1997 Elsevier Science
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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)
T A B L E OF CONTENTS
Invited papers
Significanl Developments in Offsiiore Geosciences
H J K o l k , 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 o f Technology and G Degenkamp, V r i j h o f
Ankers B.V.,The Netherlands 125
Geotechnical Design and Installation Behaviour of Suction Anchor Piles—Comparison with Drag Ancliors
J-L Colliat, P Boisard, E L F Aquitaine Production, France, J-C Gramet, S B M , 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 K a v l i , H Lango, D Karunakaran, S I N T E F and T I Tjelta, Statoil,
Norway 163
vi C o n t e n t s
Geotechnics: Pipeline Cover, Settlement, Spud Cans
Pipeline Rock Co\er Damage Assessment
P Lomonaco, University o f C a n t a b r i a , 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 L t d , 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 o f 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 o f 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 L t d . M H Patel, O J Pearson. University College London. U K and M A Vaz, Federal University o f
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 L i u . I N T E C Engineering Delft University o f
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 K i r k v i k , SeaFlex,
Contents v i i
Remedial Measure of Buel<led Offshore Pile
S Dasgupta, Hyundai Heavy Industries Co. L t d . , South Korea 357
RisI; Managemenl: A Case Sludy
M Visser. Nederlandse Aardolie Maatschappij, The Netherlands 373
Keyword Index