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