Design Guides for Offshore Structures - Vol. 3: Offshore Pile Design (Green Guide)

158 Pages·1992·11.41 MB·English

by  P. Le Tirant

DESIGN GUIDES
FOR OFFSHORE STRUCTURES

offshore
pite
design

we

Rechoi[2
FOREWORD

he eulleion of “Desige Caides foe D2
Siprinch, Shas wotgy i eag0uc0e, eecrmibaien the carigesnoaad oe
I. feancatizns and archorieg sycirme, compteariem grocedures For rat mat
ing te aehavsy OF (Ne ects 4nd We puben Me ewok Ue, eet

site ee pe:

lor snd sopution ul Saati netely ne i mead
Pogues tossant he tevulcons crue ate 10 the Fee Ga Ia

ov she ngetmns proviticns whose was of valizay neod ee eaificds
ne -iech seelies u:pose computation jeoreeucs and Labuan MOL

sluce Suu (cies “ened since "990 om the initiative 9f Ce Institat Fangasia
Petrie EF), nce the sng Brags ds Rucker poor 1 Saettina
fh bn Mor (IPRGAMLIG, wide the patito ae Posh m. snguacn
Ere sousn! pee sur equim al saree cgnitrvors. These. Aen
tke CLAROM {Cv dos Autina de Rovers

Stsvitis on Offetom See

wisn eoea.Zed Wy Ce “ASSociaion de ReedereLe on Gece lay
Sebilty sud Orocaion oF Joekurs

This Design Gaige on “ollsbors Fue benign Bsings #9 Re ateation of
pies: onginectsirvoleed fa ins sen al she nquted tackgroned ilar
‘Som, based | soalsee of she etteakhoact and on Teese
‘assign projser-l thon pesenls fi rar ple desige meth, both
Creat asd gergmer, Reng pasar ath be restate wl De
puis at Loe digusioa sf the piel cugines ae gleeasaal Lato
iastaled ty 9 rember ol saris eatevations

wide variety uf :lSshoce pile pisjec:s, etd hav it will 2

ACKNOWLEDGEMENTS

Alou e222 AR

MA Workizy Gravy teu by A. Goehils (SNEATH),

Tee wsiginal decatent hes Esen produced 9y JF. Mésue ipisioualy wit

son compte withous abe etive aml
OF tbe “ne by can sipaing
intas many westings sf the Nevking Grown, hy prviding “estes oval

Working. Groep

10 ween TbeXwee IRD
epowan Biieudts"”" Gene ens
Tica x nawioy geht
SEs pao Nessun

Poa Picnic Sein
Sonat EAtime foeeiaray oc
a fete Lon unten
TP. Kersh Ww davies were

Dagar: frpvisuls iC, LOPCD M. Palsy CU
ef G8 Coiginy Qoevinnly inf

Aste)

‘ey all daserse weal tases of LARD,

AiG eeu a ike 19 task SC Cama Er Iypeg Ie mene
eG Theseud Tey peparag the Mhyscaons
TABLE OF CONTENTS

Foresin

Aswowee erent

ANTEDUEETION

Cheaper
MILE DESIGN: MASTC GuurusLinEs

1A. wits Mesign Peeparation

2 Lngies of Daegu Eien
1122 damped cal Parl Sa
Bad Shas Wie Capacities
12.03 Seuincian Pe Tic :
(UE Leamats File Capacity iv Compression
E202 Creme Pike Capacity ie Tension
120.3 Pesige Asscaregons
V2.0 tayors Of Different Seile Nene tho Tip
1.22 Vertes: File Dielacerent

122.2 Methoéelney f0° Ev
ieplotiren

Ba GCoberins Sale

2 Ss Frision os Plea se Cohstine Sais

2 Cehesonlsas Siicotns Son

LAZT skis Fretinn of Fest Consus

ee

53.2 Yip Aemarce of Bikey om Czleaisous Saat

LAA She Hesctina of File av Cemerned

asd Thy Resaense of Pes i Semen

FILE DESLEN pee HONS,

EAL Us of the APL Mente,
DULUD Sale Paco of ake APTRP2A WED
TO SSURP 2A. CREP Metts ~

APL IRE we
BARA Tip Resiuncr of Fikes 4 Cobawce Soils

tics ol Fes om Gabesio Seite

2124 nen ow the Reanensutatore of
S01 a6 and AFT 1391

Pa tae geo Cotes Siesa.t Se

DASE Tes Resale af Woes br Cobesleness
Sleeces See

Frail or Testa 432
ma sane ge conesta ELE OF sees xt

2.044 Sharnnactan of Cohesaite Sion 22.22 Seat Fosene fe Coven Sas
Sliy-Areoring fo AML TI 6 wih Send ager co
SAA+ Dhstnaton of 18 Resommendsione 25.25 Tip Resshaes Coben Sel 4
. . 2:4 Alpha McUOd wf Rawdoiph and Stacy. s
Yaa Pile Begs a Rock a » °
BA $309 Feetion of Blog a Grouted Det Specie Use gn Reiility f we Hani .
Duda Tip Pasisunce st Galle ce Cesta ° 24.1 apptceven ol ts RM stint oa
Wie te Rock ra 244 ele 92 he FM Meuad s
28 ONY wettod. oy ‘Led Genvzal Fosmuati of ote Rance and
S20 Sessile Dae GF Re NY Mathotanman * E422 Shin Fees Cobos Sei a
220 tims sae ere — = BALL Tp dedkaee Ia Conse Soh ©
° consti Retitee se a 2.52 SyetiPe Tee of he 2 eo a
2 Tells Nese _ 7 28 Ggesuay at eB Mec ss
2512 Ayplcatve i He 2 Method “«
ree _ . 2 Gener Foals te f Wood. 8
7 232 Ska Fecton in Cohesion Se
2.3 Fie Dasien Jn Cobesioaese Suecous Sse a a me . n
A bie ctcon ae 2420 Tip Kasituiee te Cohetie Sous *
2282 Ti Reise - » 254 Dewiled itive Se Mons . 2
23 Alpha Method nf Semple and Rigen, - a 2522 Wtinale oF bfestre Sieg om
2A Sprosne Dee and lity of she Sone BSED Rthhiey of Rilerune Sree Miva =
a Pigdes 80) Meta “ 26 Names seta, - ®
BAL Azotoaion ol he SR Method - 4 nin spice the aa keeguing wae a Mek .
cet Coenen Ah eR Meth ee 26d specite Yee ant Rei of the % Metal n
SALI Reliability oF the SX etn: _ 8 2648 Soeclicity €F te 2 Veta een ¥
742 Stone Farnetnion of A Sengte ant ints . pelt saatiiiy tut ken wT OR

2.322 Skin Fievion im Cotesve Seiten -
262 ons Petmudtin othe % Veibod
B21 Skow Teisaen i Coase Soils
BA Skis Treton a Cuesve Ssils

Spocine tr of Penezomeier Wot od oun

Ferritin

281 Speci Tes sot apctiation af

SAL speasichy Cf teaurereis, Metksls
E6108 apsleation of Pieces Method
E22 “ip Rontince

Dib) Salt-Roving, Peswirscies CERPY Mecha
2842 Tip Restunse

AGRMA Method sm Calearceus Suds

2a Seaver of Ping te CGlearsuet Fomatioes =

58.1. Speritcly Wf hs ARGEMA Matted

2.2 Skin Friction ef Pies ow Caleriowus Sends

2 Tip Resistnce of Piles we Calenceus

240 Tile Disgiocenent Caleations -_

ta

BUR ba Chess for Sia Ficcon ond Tip Renenee

2 Teanefer Cure Meo

LavaaL Puneiple af File Degtseetnd

29.12 age Wf haf Taaseee Cures

BUSA 2 Carrer tas Sela Hucuc
1 Gaoeaie Sil,

Tin Cohen Suseous Selle

Baa tx Cust fer ip Rovio

LAL Sceetirnnt Adhesion ie Delle tad Geouted Pile,

1 Cowpeieton of Allowable Stestamut adkeson

NLa stampte of Calzlaion ef Sted

Dana. APL Design Yeocedoe.
LaL22 DED Dengn Prostdin
Chaptee s
GROTECHNICAL INFORMASLUN

Sentrehoicel Clsstintion of Sella —

BAA Siocone and SBC S001 oe
MULE Chaaetrieatie of Cotiive Ses.

SAMLS Chanseuricatnes of Cabmsoniees Sits
11.2 Cleteesus Sonatas

44.21 Guleweous Sands
4.122 Cemsnied Calesoous Fentatas

Svuleation of Gaotecunienl PaeMBbeters oc
324 Laberntary Measnement ea

SEZ Sci! Hemiticaion and tiasisasinn
sive fom CY Rew "

2.223 Sioa Suzgih of Cohesonte: Sot
Perish Gom CPF Benlten

2.3 Poamurmetts Paaaetes
R241 Soil Chsifcation Breed an SUP Rese

B24 Sherr Suengte of Lobesve Sail
Deva tre SEP RAH nn

vis Monitoring eet Beeanon Daring

2BsLo saftceise af be Ste an Ceiing
sir Fle essing Conaciy

2SAM Soc! Settlp wea Resume a Seving

B18 Dating of satsed Pile,

MEAL Crang-Out of the Pile nd Redcap
BAZ Drilling of a Wicvitel ar? Modhieug
S424 desing of ww Ince Pe
B14 Ded nd Grouted Pin
Sings Sil trea
32.3 b.iver sol Growed Pile
6 he Viera a

fambloncow of Axial and Latera! Loads

eA) Mogsle with diab and Teta
Franster Carona

Ke % ely of Coupling Bctoce

ALB Sl-ting oh the Hale Aruna the Pik
A22 Neves Fhe Beigh

25.1 Rie “Hein or “Campvesiiis™
KS Shast and Lang Paso
3520 The Male Ae asi

SRE The andolobt Apy-oach of Pile Routes

46 yr of S001 Rig Ws Ce
Laat Cyehe Pale 1666 or Oneswtidstee Sees
BAN? Chale Sale Teste in Conenve Sous

3612 Coote

382 Bel anor of Tone lenis Poles Under

of Leng Piles.
3422 Conbinatvn ui tr Mise of Reine

afer Chose Laine

Teteet af Ensehauasas wwe Yonling, Bale

Ad Saar Stress Indeced oy 21 Sant

Loud Sift p° Laadas Rate ga Pils Dearag Seay

eee in Pag eseing Copaciy

ee TS ME acing RAED 2B ke sign

Pie Gray eel nme

ata

ae

atthe Group Frat 7

a2.) Gioup Effort in Sabosis Sulla
2.2 Gro. Fier in CbesoLess Slew

npr ¢
EXPERIMENTAL pata 4ND
FRAMPLES OW PILE DRSKCA

Leagetiental pals an Pile Shin Breton

21 Moagmed an Calealwed Gein Frist,
af ile fe Cubesive Bas

AU 12 tates of s 2ilavKole gr he be
Bien of Piles iv Chyna

Soteetonlse Sew S38 we oe

Capacity 9f Fuge #9 Sanden

100 Shin Galion and End: Gearng Capacky

AGA Skin tries Bulleg and Gieatsd
ies Coleen Sanden

es assmndag +0 Soh Tope
EAE Cemented Cait4008 BENDA He connec
(Camasise Calearenus Formation

S22 Shin Euston of Drlleé ant Sroste! Piles

Appeal of Dusign Methods to ARGE OS
Experimental Pl -

32.19 Caan Soil Dr

4212 Conpazioe Between Celesied sec

Measered Revulle snd CoMeius0ns

Reumples of Actos! lle Design

4B. Piggal & {ald of Ouest -
£3412 Tus Type end Dimensions. -
4213 Ceeulatae of te Skate Pardon Capecrs
421 Celenla ion of Se Rikleadg Copucks
422.5 Ceoniag Capacity of Fi

232 Yayles Bor Seat -
41 Staanbat G6 ARE POLE neers

63.24 Deseiplanc Of 8 Selb

Cee son af Le Hal Besirg Soil
Capaciy of 4 Sagis Pile in Gat Geos
Capaciy of Re ee Gee.