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Proceedings of the 6th International Conference Behaviour of Offshore Structures, BOSS’92, London, UK, Volume 1 (summary)

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TCCHNISCHE UNIVERSITEIT

Laboratorium voor S c h e e p s h y d r o m e c h a n i c a Archief Mei-.elweg 2, 2628 C D Delft Te..: 015. 766373 . Fax: 0,5-781^8

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B O S

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BOSS ORGANISATION AND SUPPORT

A C A D E M I C S P O N S O R S

MASSACHUSETTS INSTITUTE OF TECHNOLOGY * USA THE NORWEGIAN INSTITUTE OF TECHNOLOGY * NORWAY D E U T UNIVERSITY OF TECHNOLOGY * THE NETHERIANDS

IMPERIAL COLLEGE OF SCIENCE, TECHNOLOGY AND MEDICINE * UNITED KINGDOM UNIVERSITY COLLEGE LONDON • UNITED KINGDOM

I N D U S T R I A L S P O N S O R S

AGIP UK LIMITED

BP INTERNATIONAL LIMITED ELF AQUTTAINE UK (HOLDINGS) PLC ENTERPRISE OIL PLC

MOBIL NORTH SEA LIMITED NORSK HYDRO A S .

SHELL EXPLORATION AND PRODUCnON

THE MARINE TECHNOLOGY DIRECTORATE UMTTED

I N T E R N A T I O N A L C O M M I T T E E

PROFESSOR C CHRYSSOSTOMIDIS Massachusetts Inslitute of Technology PROFESSOR T MOAN

University of Trondheim PROFESSOR P PRATT

Imperial College of Science Technology and Medicine PROFESSOR J WOLTERS

Technical University of Delft

N A T I O N A L O R G A N I S I N G C O M M I T T E E

PROFESSOR P HOLMES

Imperial College of Science Technology and Medicine PROFESSOR M H PATEL

University College London PROFESSOR P PRATT

Imperial College of Science Technology and Medicine PROFESSOR R EATOCK TAYLOR

University of Oxford

Managed on behalf of the Committee by Robert Gibbins -BOSS 92 Secretariat * BPP Technical Services Limited

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TECHNISCHE UNIVERSITEIT

Laboratorium voor Scheepshydromechanica Archief H^el<e!vveg 2, 2G23 C D Delft Tel.: 015 • 763373 - Fax: 016 - 781336

BEHAVIOUR O F OFFSHORE

STRUCTURES

P R O C E E D I N G S O F T H E S I X T H INTERNATIONAL

C O N F E R E N C E

1 9 9 2

VOLUME ONE

E D I T E D B Y

MINOO H P A T E L

AND

R O B E R T GIBBINS

BPP T E C H N I C A L S E R V I C E S L T D

LONDON

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Proceedings ofthe Sixth International Conference on the behaviour of offshore structures, 7 -at Imperial College of Science, Technology and Medicine, London.

10 M y 1992 held

Secretariat

2 Tavistock Place London W C 1 H 9 R A Tel No: 071-837-6362 Fax No: 071-837-0822

Behaviour of Offshore Structures . Copyright (c) 1992 by B P P Technical Services L t d . All rights reserved. No part of this publicaüon may be

reproduced, stored in a retrieval system or distributed in any form or by any means without the pnor wntten permission of the publisher.

B r i t i s h L i b r a r y catalogue - in - Publication D a t a . A catalogue r e c o r d for this book is available f r o m the B r i t i s h L i b r a r y .

I S B N 1 874612 00 5 Volume 1. (pblc)

I S B N 1 874612 02 1 Set of 2 volumes, (pbk)

Printed by Vail Printers Limited

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CONTENTS

Committee and Sponsors Preface

Volume 1

S E S S I O N A l - P L E N A R Y

PROGRESS THROUGH EVOLUTION R.H Bond

S E S S I O N A2 - E V A L U A T I O N O F P R E D I C T I O N S B V N U M E R I C A L H Y D R O D Y N A M I C A N A L Y S I S

A COMPARATIVE STUDY ON COMPUTED MOTION RESPONSE FOR FLOATING PRODUCnON PLATFORMS: DISCUSSION OF PRACTICAL PROCEDURES

KHerfjord and F.G Nielsen

LOW FREQUENCY VERTICAL FORCES ACTING ON A SUBMERGED BODY: A COMPARISON BETWEEN THEORY AND EXPERIMENTS

L Boudel. R Coinle and B Molin

SENSmVITY OF WAVE LOADS TO THE DISCRETIZATION OF BODIES JJ^ Newman and C.-H Lee

S E S S I O N A3 - S T R U C T U R A L R E L I A B I L I T Y A N A L Y S I S

RECENT JAPANESE RESEARCH ACnVITEES ON STRUCTURAL R E L L S l B D J T Y OF SHIPS AND OFFSHORE STRUCTURES

S Machida, H Itagaki, T Oishi and K Ishikawa 5 7 RELLaLBILFTY ANALYSIS SYSTEM FOR OFFSHORE STOUCTURES-RASOS

J.T Gierlinski 5 LARGE ADMISSIBLE PERTUBATIONS APPROACH TO RÉLL\BILrTY: GLOBAL FAILURE EOUATIO^S FOR

ELASTICyPLASTIC MATERLVL BEHAVIOUR

E Beyko, M.M Bernilsas 5

S E S S I O N A4 - F O U N D A T I O N AND I N S T A L L A T I O N E N G I N E E R I N G

INNOVATTVE FOUNDATION SYSTEMS SELECTED FOR THE SNORRE FIELD DEVELOPMENT II.P Christophersen, S Bysveen and OJ Stove

ANALYSIS OF EXACT INSTALLATION OF A GRAVITY BASED STRUCTURE T Vinje, T Marthinsen and J.M Holwech

FOUNDATION BEHAVIOUR O F T H E FRIGG CDPl PLATFORM S Lacasse, L Robber stad, P Boisard and K Ohm

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S E S S I O N AS • T H E O C E A N E N V I R O N M E N T

COMBINED EDDY CURRENT/HURRICANE DESIGN CRITERIA FOR DBEPWATER GULF OF MEXICO STRUCTURES

KJ Schaudt. M W Spillam. V J Cardone 109 LARGE-SCALE VORTICES IN THE OCEAN AND UPWELLING

GS Triantafyllou and AA Dimas 121 ONTHE KINEMATICS OF LARGE OCEAN WAVES

P.H Taylor 134 WIND-WAVE DMTERACnONS

CSwan 146 DIRECnONAL DESIGN WAVE COMPUTATION - AN EWESTIG ATION

SSBhatA.B.UNayak.VSamUaimwandM.CDeo 158

S E S S I O N A6 - S T R U C T U R A L R E L I A B I L I T Y A P P L I C A T I O N S

AGHNG OFFSHORE STRUCTURES. A REVIEW OF UK AND US RESEARCH

J.V Sharp. WJ Supple and CE Smith S UNCERTAINTIES ASSOCIATED WITH STRUCTURAL DESIGN OF RING STIFFENED TUBULAR X)INTS

N Tahan. N.W Nichob, J.V Sharp and S.YA Ma S CHARACTERISATION OF THE RESIDUAL STRENGTH OF STRUCTURES WTTH APPUC ATION TO

RELIABILTTY ASSESSMENT J Gierlinski and E Yarimer

ANALYSIS OF TURRET MOORED STORAGE VESSEL FOR THE ALBA FIELD JP Laures and W.C de Boom

WAVE CROSS-CURRENT INTERACHON ON THE DRIFT FORCES OF A MOORED TANKER RM.M Huijsmans

A DISCRETE ELEMENT METHOD ON A CHAIN TURRET TANKER EXPOSED TO SURVIVAL CONDmONS A Dercksen and J.E.W Wickers

THE STATIC AND DYNAMIC ANALYSIS OF MOORED VESSELS IN IRREGULAR SEAS A .K Brook

THE DESIGN WAVE CONDmONS FOR DETERMINING WAVE DRIFF FORCES ON MOORED SHIPS AND SEMI-SUBMERSIBLES

NS Miller and P.M Wilson

171 EFFICIENT R E U A B I U T Y BASED DESIGN OF RING AND STRINGER STIFFENED CYLINDERS UNDER

COMBINED LOADS

P.K Das, D Faulkner and RA Zimmer 180 STRUCTURAL INTEGRITY ASSESSMENT AND U F E EXTENSION OF PLATFORMS IN AUSTRALIA AND

SOUTH EAST ASIA

S French. J Seeto and P.G Dominish ^

S E S S I O N A7 - T U R R E T M O O R E D F L O A T I N G P R O D U C T I O N S Y S T E M S EXTREME MOTIONS AND ANCHOR LINE LOADS INTURRETMOORING SYSTEMS

I Fylling. CT Stansberg and K Mo 1^'

211

225

238

251

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S E S S I O N B I - P L E N A R Y F L U I D IJOADING R E S E A R C H - F U T U R E D I R E C T I O N S T Sarpkaya 283 S E S S I O N B2 - L O A D I N G & R E S P O N S E O F C Y L I N D E R S - 1 L O A D I N G A N D R E S P O N S E O F A C I R C U U V R C Y L I N D E R I N O S C I L L A T O R Y F L O W A T C R m C A L R E Y N O L D S N U M B E R S

J.R Chaplin and VUM.R Lakkoju S

M E A S U R E M E N T A N D P R E D I C T I O N O F R E S P O N S E O F C I R C U L A R C Y L I N D E R S I N O S C I L L A T I N G F L O W

P. W Bearman, X.W Lin and P.R Mackwood 29 7

R E S P O N S E O F A C I R C U L A R C Y L I N D E R I N R E G U L A R A N D R A N D O M O S C I L L A T O R Y F L O W A T K C = 10

A Slaouti and P.K Stansby 3{)g

S E S S I O N B3 - C O M P A R I S O N O F D E S I G N P R E D I C T I O N S W I T H F U L L S C A L E F O R F I X E D S T R U C T U R E S

E X T R E M E S T O R M L O A D I N G O N F D C E D O F F S H O R E P L A T F O R M S

P.S Tromans. J.W van de Graaf, M.Efthymiou, L Vanderschuren and P H Taylor 325

D Y N A M I C B E H A V I O U R O F D R I L L I N G D E R R I C K O N S T E E L J A C K E T P L A T F O R M : C O M P A R I S O N B E T W E E N N U M E R I C A L A N D E X P E R I M E N T A L R E S U L T S

V Gusella, O Spadaccini and A Vignoli 337

M E A S U R E D J A C K - U P R E S P O N S E A N D S P U D C A N-S E A F L O O R I N T E R A C T I O N F O R A N E X T R E M E S T O R M E V E N T

W.O McCarron and M.D Broussard ^49

S E S S I O N B4 - C O M P A R I S O N O F D E S I G N P R E D I C T I O N S W I T H F U L L S C A L E A N D M O D E L S C A L E T E S T S

T H E B E N E F I T S A N D D I F H C U L T E S I N M E A S U R I N G O F F S H O R E V E H I C L E B E H A V I O U R

GJ Lyons, A.D Walkins and D.T Brown ^65

E X T R E M E O F F S E T S O F COMPLIANT S T R U C T U R E S : E X P E R I M E N T A L NUMERICAL A N D T H E O R E n C A L R E S U L T S

M Dogliani, F Galeazzi an MJ Sterndorff 37g

P R O B A B I U S T I C A N A L Y S I S A N D I N T E R P R E T A T I O N O F W A V E L O A D I N G A N D R E S P O N S E O F T H E C B T C O M P L L \ N T C Y L I N D E R U N D E R R A N D O M W A V E S

R Burrows, R.G Tickell and D Homes

388

I N T E R P R E T A T I O N OF BUOY M E A S U R E M E N T S I N DIRECnONAL S E A S

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S E S S I O N BS - L O A D I N G A N D R E S P O N S E O F C Y L I N D E R S - n

M E A S U R E M E N T S O F T H E H Y D R O D Y N A M I C D A M P I N G O F C I R C U L A R C Y L I N D E R S

PW Bearman and PH Mackwood

O N W A V E FORCE A N A L Y S I S U S I N G S Y S T T E M IDENTinCATION

K Worden. P.K Stansby. G.R Tomlinson and SA Biltings

W A V E L O A D I N G O N A P A I R O F H O R I Z O N T A L C Y L I N D E R S

E Lambert and A Jamo-Druaux

T H E E F F E C T S O F W A V E S A N D M E A N F L O W O N T H E H Y D R O D Y N A M I C F O R C E S O N C I R C U I J \ R C Y L I N D E R S

R.H Arkell. JMJt Graham and C.Y.-Zhou

H Y D R O E L A S T I C R E S P O N S E A N A L Y S E S O F F L E X I B L E O F F S H O R E S T R U C T U R E S

H Kagemoto and T Waseda

S E S S I O N B6 - C O M P A R I S O N O F D E S I G N P R A C T I C E W T T H F U L L S C A L E F O R F I X E D S T R U C T U R E S A N D T L P S

SPECTRAL FATIGUE A N A L Y S I S THEORY V E R S U S PRACnCE NM Fairweather. P.K Gorf. R£ Corr. R.O Snell and DJ Loader

VALIDATION OF " N E W W A V E T H E O R Y A N D RDWF PREDICTIONS A G A I N S T MEASURED G L O B A L

LOADING ON A NORTH SEA JACKET 7" Elzinga and PS Tromans

APPLICATION OF TENSION LEG PLATFORM PERFORMANCE DATA E.R Jefferys. JA Mercier. S.C Bultema and PJi Erb

MEASURED A N D PREDICTED DYNAMIC BEHAVIOUR OF TOE GULLFAKS C G R A V T T Y PLATFORM ƒ Langen, E Skomedal and O Skjastad

STRUCTURAL RESPONSE A N D FATIGUE A N A L Y S I S OF A MONITORED PLATFORM O Spadaccini and S Biagini

S E S S I O N B7 - F O U N D A T I O N A N A L Y S I S T E C H N I Q U E

FOUNDATION WAVE LOAD TRANSFER FOR PLATFORMS ON RIB FOUNDATIONS HJLuger and P Meijers

OFFSHORE SKIRT PENETRATIW IN CLAY IN TOE GEOCENTRIFUGE A.GJ Hjortnaes-Pedersen and A Berauijen

A N IMPROVED CALCULATION METHOD FOR CONDUCTOR SETnNG DEPTHS I N SAND GJM Schotman and B Hospers

T H E BEHAVIOUR O F DISPLACEMENT P I L E S IN G L A C L \ L T I L L

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S E S S I O N C l - P L E N A R Y

OFRSHORE STRUCTURAL R E U A B I U T Y ASSESSMENT - FROM RESEARCH TO REAUTY7

G Edwards and JJi Vugts S

S E S S I O N C2 - T E N S I O N L E G P L A T F O R M D Y N A M I C S

NON-UNEAR HYDRODYNAMIC ANALYSIS O F T L P S IN EXTREME WAVES: SLENDER BODY AND DIFFRACnON THEORIES COMPARED

R Eaiock Taylor, R.C.T Rainey and DM Dai 5 69 EXPERIMENTAL MEASUREMENT OF SBCONIW)RDER SUM-FREQUENCY OSCILLATIONS OF ATENSION-L E G PATENSION-LATFORM

T Matsui. Y Sakoh and T Nozu 584 COMPARATIVE EVALUATION OFTENSIONED L E G PIATFORMS WTTH REDUCED TETHER TENSION

MMPaielandHIfark 599

S E S S I O N C3 - S T R U C T U R A L I N S P E C T I O N

INSERVICE INSPECTION PLANNING FOR STEEL OFFSHORE STRUCTURES USEMG R E U A B I U T Y METHODS

I Lotsberg and M J Mar ley 517 R E U A B I U T Y BASED INSPECnON PLANNING

H Carstens, C Eilersen and H O Madsen S A B A Y E S L W INSPECnON PROCEDURE APPUED TO OFFSHORE STEEL PLATFORMS

J J Jensen and PT Pedersen 529 ACFM INSPECTION OF OFFSHORE STRUCTURES

W.D Dover, JJi Rudlin. C Monahan and M Lugg 643

S E S S I O N C4 - C O M P A R I S O N O F D E S I G N P R E D I C T I O N S W I T H F U L L S C A L E F O R F O U N D A T I O N S CORRELATION O F T H E RESULTS FROM FIELD EXPERIMENTS WTTH D^STRUMENTED MODEL PILES DM LONDON C L A Y AND LABORATORY RING SHEAR INTERFACETESTS

T.E Tika-Vassilikos. AJ Bond and RJ Jardine 1 INSTRUMENTATION O F T H E SKIRT PILED GULLFAKS C GRAVTH' PLATTORM FOR PERKDRMANCE

MONTTORING

F Myrvoll ^.^^ INSTRUMENTATION FOR MONITORING THE INSTALLATION AND PERFORMANCE OF THE CONCRETE

FOUNDATIWJTEMPLATES FOR THE SNORRETENSION LEG PLATFORM R Jonsrud and G Finnesand

690 OBSERVATIONS ON DRAINAGE CONTROL EFFECTS ON GULUAKS CGRAVTTY STRUCTURE

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Volume 2

THE DESIGN OFTHE INSTALLATION AND OFFSHORE COMPLEHON OF THE EKOFISK PROTECnVE BARRIER

HAJde Ridder

733

744 SESSION C9 • M A T E R I A L S T E C H N O L O G Y

HIGH PERFORMANCE COMPOSITE TUBES FOR DEEPWATER RISERS

C Sparks, P Odru, M Auberon amd G Metivaud ' 2 3 BUCKLING BEHAVIOUR OF COMPOSITE GFRP CYLINDRICAL PANELS UNDER A X I A L COMPRESSION

M K Chryssaruhopoulos, K D Kim and P J Dowling

UNDERSTANDING BRITTLE SHEAR FAILURE I N CONCRETE OFFSHORE STRUCTURES J Blaauwendraad and Z Ping Wu

SESSION CS - V O R T E X INDUCED V I B R A T I O N S

HYDRODYNAMICS OF LARGE AMPLTTUDE CABLE VIBRATIONS IN CURRENTS

W.W Massie, JA Battjes, M.W Dijkman and VM Thumann '59 THE SIGNIHCANCE OF WATER DEPTH OF VORTEX INDUCED VIBRATIONS OF MARINE RISERS

J Fang and GJ Lyons

THE INTRODUCTION OF A SECOND PHASE AS A MEAN OF REDUCING VORTEX EDUCED VIBRATIONS A Moros and C Swan

THE USE OF HELICAL STRAKES TO SUPPRESS VORTEX INDUCED VIBRATION GS Jones and WS Lamb

SHIELDING AND BLOCKAGE MODEL FOR OFFSHORE PLATFORMS K.F Lambrakos and H Beckmann

SESSION C6 - S T R U C T U R A L A N A L Y S I S AND F A T I G U E OF F I X E D P L A T F O R M S

DESIGN IMPUCATIONS FOR NEW DRAFT FATIGUE GUIDANCE FOR TUBULAR JOINTS: CASE STUDIES R Nataraja, D Loader, J.V Sharp and N.W Nichols

A METHODOLOGY FOR THE ASSESSMENT OF FATIGUE CRACKS IN OFFSHORE JACKET STRUCTURES / Haswell and R Murray

LOAD FACTOR CALIBRATION FOR THE GULF OF GUINEA ADAPTATION OF API RP2A-LRFD M Birades, C A Cornell and B Ledoigt

776 791 804 836 S 851 866 LIMIT STATE CODE CHECKING OF OFFSHORE CONCRETE STRUCTURES

MJ Bailey. N.F.O Evbuomwan, NDJ' Barlirop and T.Hodgson

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SESSION C7 - S H E L L T R O L L P L A T F O R M F O U N D A T I O N A N A L Y S I S

SOIL PARAMETERS FOR FOUNDATION DESIGN, TROLL PLATFORM T By and E Skomedal

FOUNDATION DESIGN, TROLL PLATFORM

B Hansen, F Nowacki, E Skomedal and J Hermstad 921 CLAYBEHAVIOUR UNDER IRREGULAR C Y C U C LOADING

K.H Andersen, R Dyvik, Y Kikuchi and E Skomedal 937 EFFECTIVE STRESS CONCEPT FOR DYNAMIC STIFFNESS OF C L A Y

G Svano, H Lango. C Madshus and E Skomedal 95 j EXTREME DYNAMIC RESPONSEOFTHETROLLGRAVTTYPLATFORM

D Karunakaran. BJLeira, O Skjastad and E Skomedal 959 S E S S I O N C8 - J A C K - UP D E S I G N A N A L Y S I S

JACK-UP

SPUDCAN SUDING/BEARING RESISTANCE ON SAND E.C Hambly

ELEVATED

JACK-UP

MODEUNÜ

PLiu, W.W Massie, J.G Wolters and J Blaauwendraad jqO]

P I S T T O R J S " ^ ' ^ ^ ^ ' ^ ^ ^ ^ ^ ^ ^ ^ ^^^^

D Karunakaran, BJLeira, N.Spidsoe. O.TGudmestad and T Moan 1015

S E S S I O N D I - P L E N A R Y

mSTORICALOVERVlEW OF GEOTECHNICAL DESIGN IN THE NORTH SEA

Tor Inge Tjelta ^^^^ GEOTECHNICAL DESIGN AND ENGINEERING FOR THE 90'S

F.E. Toolan

S S E S S I O N D2 - L O W F R E Q U E N C Y DAMPING

WAVE DRIFT DAMPING OF A TURRET MOORED SHIP

V Aanesland, K.E Kaasen and J.R Krokstad j ^^ j L g m i E Q U E N C Y DAMPING P R E D I C ^ ^ ^

G£ Hearn and P Goodwin

1066

OSïi?lL°S!ïSSS^''''^°'''''^'^'^™^^

A Nestegird and T Vada

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S E S S I O N D3 - D Y N A M I C R E S P O N S E O F F L O A T I N G S T R U C T U R E S

EXPERIMENTAL AND THEOREnCAL INVESTIGATION INTO THE ROLL DAMPING OF A SYSTEMATIC SERIES OFTWO DIMENSIONAL BARGE SECTIONS

R.G Standing . G.E Jackson andAK Brook

D4FLUENCE OF LOAD MOTION CONTROL ON THE OPERATIONAL UMITATIONS OF l A R G E CRANE VESSELS IN SEVERE ENVIRCM>nvIENT

G.F Clauss and T Riekert

DYNAMIC RESPONSE OF A MULTI HINGE ARTICULATED TOWER COUPLEDTO A SHIP T.K Thomas and C Ganapalhy

S E S S I O N D4 - S A F E T Y I S S U E S

1112

1126

STRUCTURAL CONSEQUENCE ANALYSIS FOR QRA G Home and D Harrison

MANAGING RISK ASSESSMENT FOR T H E TIFFANY PLATFORM STRUCTURE J Kennedy, P Linzi, P Dennis

BLAST RESISTANT RETROFTT OF AN OFFSHORE MODULE: AN OVERVIEW

JA Alexander and JA Jones 1143

S E S S I O N DS - W A V E D R I F T B E H A V I O U R

W A V E D R I F T F O R C E S I N S H A L L O W W A T E R j ^ ^ ^

JA Pinkster and RJiM Huijsmans

SLOWLY VARYING DRIFT FORCES I N DIRECnONAL WAVES ^^^^ YInoueandW.YXue

L O N G D U R A T I O N M O D E L T E S T S F O R L O W F R E Q U E N C Y B E H A V I O U R O F F L O A T I N G O F F S H O R E

S T R O C T U R E S I N L O N G A N D S H O R T C R E S T E D W A V E S ^ ^ ^ ^

MJ Sterndorff and J Skourup

M O D E L S C A L E E X P E R I M E N T S O N E X T R E M E S L O W D R I F T M O T I O N S DM I R R E G U L A R W A V E S

CT Stansberg

T H E S L O W D R I F T R E S P O N S E O F M U L T I L E G S T R U C T U R E S I N I R R E G U L A R A N D R A N D O M W A V E S

PD Sclavounos arui OJ Emmerhoff

M E A N Y A W M O M E N T O N F L O A T I N G B O D I E S A D V A N C I N G W T T H A F O R W A R D S P E E D DM W A V E S

J Grue and E Palm

1207

1223

1238

S E S S I O N D6 - H Y D R O D Y N A M I C S AND S T R U C T U R A L M E C H A N I C S O F F L E X I B L E P I P E S

DESIGN METHODS FOR FLEXIBLE RISERS J253 CJA Larsen, BJ Leira, A Olufsen and N Sfidahl

LOOP FORMATION OF MARINE CABLES AND UMBIUCALS DURDJG m S T ALLATTON ^^^^ Z Tan and J A Witz

DAMPDMG AND HYSTERESIS EFFECTS ON THE BEHAVIOUR OF FLEXIBLE RISERS ^ G de Boer and HJ van den Boom

A STUDY OF THE BEHAVIOUR OF A LONG AND FLEXIBLE PIPE Dl THE WATER ^ M Ohkusu

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S E S S I O N D7 - L I Q U I F I C A T I O N AND S C O U R

PULL-OUT CAPACITY ANALYSES OF SUCnON ANCHORS FOR TENSION LEG PLATFORMS KM Andersen, R Dyvik and K Schroder

B A Y E S L W UPDATING OF SETTLEMENT PREDICTION AH Tan and FNadim

UQUfflCATION OFTRENCH FILL AROUND A PIPELINE IN THE SEABED M.B de Groot and P Meijers

LOCAL SCOUR NEAR SUBMARINE PIPELINES ON A COHESIVE BCmDM ETJM Pluim - van der Velden, E W Bijker

EFFECT OF C Y C U C PRESTRAINING ON THE UQUIHCATION OF SAND S Teachavorasinskun, F Tatsuoka, K Kenkyo and K Yasuhara

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The speech in book four is, therefore, a masterful technique used by Theophylact: the author presents the situation at the Persian court to the reader and justifies Roman

Bazyli, który streścił główne jego idee w swoim komentarzu do psalmów; od Bazylego tę fascynację chrześcijańską lekturą Psałterza przejął właśnie Grzegorz z Nyssy..

As for the lands annexed by Russia and Poles living there, the biggest influence on the shape o f this policy during the reign o f A lexander I had successive

The inner reef flat VLF wave energy was normalized to incident (HF) wave energy at the fore reef and ordered according to fore reef HF wave peak frequency and the corresponding