Pipeline Integrity Management Under Geohazard Conditions (PIMG)
This book on Pipeline Integrity Management Under Geohazard Conditions (PIMG), includes 42 peer-refereed papers prepared by key industry subject matter experts. The papers compile the results of extensive research as well as assemble pipeline operators’ experiences in tackling geohazard challenges for both new and vintage pipelines. In addition to the experts’ papers, the editors of the book prepared an introduction to each section that includes summary review of the different papers in the section. The papers are presented in 10 sections addressing all aspects of geohazard integrity management. The first section highlights the geohazard impact on pipeline integrity. The next four sections focused on the geohazard demand and its management by addressing geohazard characterization, monitoring, management and mitigation. The following four sections focused on the strain capacity by addressing strain capacity predictions, management and monitoring. The last chapter tied both strain demand and capacity through structural reliability and risk assessment protocols.
The information in this book is not only intended for use by pipeline designers and operators but it is expected to also be used by regulators and standards writing organizations. It is therefore, the intention of ASME to update this book on a regular basis as new data, case studies and advancement of the state of practice become available.
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Table of Contents
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Front MatterBySrinivasan Chandrasekaran,Srinivasan ChandrasekaranDepartment of Ocean Engineering, Indian Institute of Technology Madras, Tamil Nadu, IndiaSearch for other works by this author on:R. NagavinothiniR. NagavinothiniDepartment of Structures for Engineering and Architecture, University of Naples Federico II, Naples, ItalySearch for other works by this author on:
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Chapter 1 IMPACT OF GEOHAZARDS ON PIPELINES AND REGULATORY POWERS AND RESTRICTIONS IN CANADA AND THE UNITED STATESByBahaa Mekalled,Bahaa MekalledP. Eng, National Energy Board, Calgary, Alberta, CanadaSearch for other works by this author on:Joe PaviglianitiJoe PaviglianitiP. Eng., National Energy Board, Calgary, Alberta, CanadaSearch for other works by this author on:
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Chapter 2 FAILURE ANALYSIS OF A STRESS-BASED PIPELINE UNDER PLASTIC STRAINByChen Hongyuan,Chen HongyuanState key Laboratory for Performance and Structure Safety of Petroleum Tubular Goods and Equipment Materials, Tubular Goods Research Institute of China National Petroleum Corporation, Xi’an, ChinaSearch for other works by this author on:Feng Hui,Feng HuiState key Laboratory for Performance and Structure Safety of Petroleum Tubular Goods and Equipment Materials, Tubular Goods Research Institute of China National Petroleum Corporation, Xi’an, ChinaSearch for other works by this author on:Chi Qiang,Chi QiangState key Laboratory for Performance and Structure Safety of Petroleum Tubular Goods and Equipment Materials, Tubular Goods Research Institute of China National Petroleum Corporation, Xi’an, ChinaSearch for other works by this author on:Huo ChunyongHuo ChunyongState key Laboratory for Performance and Structure Safety of Petroleum Tubular Goods and Equipment Materials, Tubular Goods Research Institute of China National Petroleum Corporation, Xi’an, ChinaSearch for other works by this author on:
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Chapter 3 STRAIN-BASED DESIGN AND ASSESSMENT - CONCEPTS AND GAPSByYong-Yi WangYong-Yi WangCenter for Reliable Energy Systems, Dublin, OH, USASearch for other works by this author on:
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Chapter 4 BURST FAILURE MODELS AND PREDICTIONS OF BURIED PIPELINESByXian-Kui ZhuXian-Kui ZhuEWI, 1250 Arthur E Adams Drive, Columbus, Ohio 43221, USASearch for other works by this author on:
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Chapter 5 GROUND MOVEMENT HAZARDS (LANDSLIDES, SUBSIDENCE) AND PIPELINES: AN OVERVIEWByDonald O. WestDonald O. WestGolder Associates Inc., Redmond, WASearch for other works by this author on:
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Chapter 6 GUIDELINES FOR MANAGING GEOHAZARDS AFFECTING THE ENGINEERING AND CONSTRUCTION OF NEW OIL AND NATURAL GAS PIPELINESByRodolfo B. Sancio,Rodolfo B. SancioGeosyntec Consultants, Inc., Houston, Texas, USASearch for other works by this author on:Anthony H. Rice,Anthony H. RiceGeosyntec Consultants, Inc., Seattle, Washington, USASearch for other works by this author on:Jean Audibert,Jean AudibertIndependent Consultant, Kerrville, Texas, USASearch for other works by this author on:David Morgan,David MorganIndependent Consultant, Workington, Cumbria, UKSearch for other works by this author on:Jordan RattrayJordan RattrayGeosyntec Consultants, Inc., Oakland, California, USASearch for other works by this author on:
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Chapter 7 QUANTIFYING SURFACE FAULT RUPTURE HAZARD AT THE ACTIVE FAULT-BURIED PIPELINE INTERSECTIONByAlan Hull,Alan HullGolder Associates Inc., Lake Oswego, Oregon USASearch for other works by this author on:Eric Cannon,Eric CannonGolder Associates Inc., Lake Oswego, Oregon USASearch for other works by this author on:John HennesseyJohn HennesseyGolder Associates Inc., Lake Oswego, Oregon USASearch for other works by this author on:
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Chapter 8 ADVANCED PIPELINE GEOHAZARD SIMULATION: EVALUATION OF PIPELINE RESPONSE TO LATERAL SLOPE MOVEMENTSByAbdelfettah Fredj,Abdelfettah FredjBMT, Ottawa, Ontario, CanadaSearch for other works by this author on:Aaron DinovitzerAaron DinovitzerBMT, Ottawa, Ontario, CanadaSearch for other works by this author on:
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Chapter 9 ON ESTIMATING PIPELINES RELIABILITY AT SLOPE CROSSINGSByMillan Sen,Millan SenEnbridge, Edmonton, Alberta, CanadaSearch for other works by this author on:Sherif HassanienSherif HassanienEnbridge, Edmonton, Alberta, CanadaSearch for other works by this author on:
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Chapter 10 A COMPREHENSIVE STUDY ON THE EFFECT OF SOIL MOVEMENT DUE TO MANMADE OPERATIONS ON SUBSEA PIPELINESByX. DaiX. DaiWS Atkins, Houston, TX, USASearch for other works by this author on:
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Chapter 11 AN OVERVIEW OF CURRENT METHODS FOR MONITORING LANDSLIDE GROUND MOVEMENT TO BETTER UNDERSTAND POTENTIAL HAZARDS TO BURIED PIPELINESByClay Johnson,Clay JohnsonGolder Associates Inc., Redmond, WASearch for other works by this author on:Christopher Markley,Christopher MarkleyGolder Associates Inc., Manchester, NHSearch for other works by this author on:Martin Derby,Martin DerbyGolder Associates Inc., Buffalo, NYSearch for other works by this author on:Bailey Theriault,Bailey TheriaultGolder Associates Inc., Manchester, NHSearch for other works by this author on:John deLaChapelleJohn deLaChapelleGolder Associates Inc., Redmond, WASearch for other works by this author on:
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Chapter 12 DETECTING AND QUANTIFYING GROUND SUBSIDENCE FOR PIPELINE GEOHAZARD MANAGEMENT USING SATELLITE RADAR INTERFEROMETRY - POTASH MINE SUBSIDENCE EXAMPLEByDanielle Smilovsky,Danielle SmilovskyWood, Phoenix, AZ, USASearch for other works by this author on:Jeffrey R KeatonJeffrey R KeatonWood, Los Angeles, CA, USASearch for other works by this author on:
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Chapter 13 CREATION AND MANAGEMENT OF A LANDSLIDE AND EROSION GEOHAZARDS INVENTORY FOR NATURAL GAS TRANSMISSION PIPELINES IN CALIFORNIAByKatherine Herr,Katherine HerrPG&E Geosciences, San Francisco, California, USSearch for other works by this author on:Teddy AtkinsonTeddy AtkinsonPG&E Transmission Integrity Management, San Ramon, California, USASearch for other works by this author on:
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Chapter 14 USE OF A GEOHAZARD MANAGEMENT PROGRAM TO REDUCE PIPELINE FAILURE RATESBySarah Newton,Sarah NewtonBGC Engineering Inc., Calgary, ABSearch for other works by this author on:Aron Zahradka,Aron ZahradkaBGC Engineering Inc., Calgary, ABSearch for other works by this author on:Gerald Ferris,Gerald FerrisBGC Engineering Inc., Calgary, ABSearch for other works by this author on:Michael PorterMichael PorterBGC Engineering Inc., Calgary, ABSearch for other works by this author on:
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Chapter 15 DYNAMIC GEOHAZARD MANAGEMENT IN CHALLENGING ENVIRONMENTByRohani M Joehan,Rohani M JoehanPETRONAS, Kuala Lumpur, MalaysiaSearch for other works by this author on:Wan Ismail Wan M Marzuki,Wan Ismail Wan M MarzukiPETRONAS, Kuala Lumpur, MalaysiaSearch for other works by this author on:Kamal Ibrahim,Kamal IbrahimPETRONAS, Kuala Lumpur, MalaysiaSearch for other works by this author on:Rahman AzamRahman AzamPETRONAS, Kuala Lumpur, MalaysiaSearch for other works by this author on:
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Chapter 16 DEVELOPING A GEOTECHNICAL HAZARD INVENTORY: A CASE STUDY AND BEST PRACTICE RECOMMENDATIONSByJoel Van Hove,Joel Van HoveBGC Engineering Inc., Vancouver, CanadaSearch for other works by this author on:Alex Baumgard,Alex BaumgardBGC Engineering Inc., Vancouver, CanadaSearch for other works by this author on:Joel Babcock,Joel BabcockPembina Pipeline Corporation, Calgary, CanadaSearch for other works by this author on:Jan BracicJan BracicPembina Pipeline Corporation, Calgary, CanadaSearch for other works by this author on:
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Chapter 17 EXAMPLE OF A SEMI-QUANTITATIVE STREAM CROSSING HYDROTECHNICAL HAZARD ASSESSMENT FOR A NEW PIPELINEByRodolfo B. Sancio,Rodolfo B. SancioGeosyntec Consultants, Inc., Houston, Texas, USASearch for other works by this author on:David VanceDavid VanceGeosyntec Consultants, Inc., Atlanta, Georgia, USASearch for other works by this author on:
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Chapter 18 STABILIZATION OF A NATURAL GAS PIPELINE UTILIZING SOIL NAILS AND HIGH TENSILE STEEL WIRE MESHByMatthew B. MorrisMatthew B. MorrisGannett Fleming, Inc., Pittsburgh, PASearch for other works by this author on:
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Chapter 19 PERFORMANCE-BASED APPROACH FOR STABILIZING STEEP SLOPES ON PIPELINE RIGHT OF WAYByLogan C. Brant,Logan C. BrantGeosyntec Consultants, Inc., Houston, Texas, USASearch for other works by this author on:Rodolfo B. SancioRodolfo B. SancioGeosyntec Consultants, Inc., Houston, Texas, USASearch for other works by this author on:
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Chapter 20 OPERATIONAL ALTERNATIVE TO DESIGN TREATMENT FOR SOME GROUND SUBSIDENCE AND SURFACE FAULTING GEOHAZARDSByJeffrey R KeatonJeffrey R KeatonWood, Los Angeles, CA, USASearch for other works by this author on:
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Chapter 21 PIPE GIRTH WELDS UNDER PLASTIC STRAINING: FULL-SCALE TESTING AND STRAIN-BASED APPROACHESByGuiyi Wu,Guiyi WuTWI Ltd., Granta Park, Great Abington, Cambridge, UK, CB21 6ALSearch for other works by this author on:Longjie Wang,Longjie WangTWI Ltd., Granta Park, Great Abington, Cambridge, UK, CB21 6ALSearch for other works by this author on:Tyler London,Tyler LondonTWI Ltd., Granta Park, Great Abington, Cambridge, UK, CB21 6ALSearch for other works by this author on:Henryk PisarskiHenryk PisarskiTWI Ltd., Structural Integrity Consultant, Cambridge, UKSearch for other works by this author on:
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Chapter 22 TENSILE STRAIN MODELS AND THEIR APPLICATIONSByYong-Yi Wang,Yong-Yi WangCenter for Reliable Energy Systems, Dublin, OH, USASearch for other works by this author on:Banglin Liu,Banglin LiuCenter for Reliable Energy Systems, Dublin, OH, USASearch for other works by this author on:Bo WangBo WangCenter for Reliable Energy Systems, Dublin, OH, USASearch for other works by this author on:
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Chapter 23 DEVELOPMENTS IN STRAIN-BASED FRACTURE ASSESSMENTS - A PERSPECTIVEBySteiner L. BjerkeSteiner L. BjerkeDNV GL, Høvik, NorwaySearch for other works by this author on:
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Chapter 24 TENSILE STRAIN CAPACITY MODEL, FULL-SCALE TESTING, SAFETY FACTOR DERIVATION, AND BENCHMARK EXAMPLE CALCULATIONSByD.P. Fairchild,D.P. FairchildExxonMobil Production Company, Spring, Texas, USASearch for other works by this author on:J.M. Crapps,J.M. CrappsExxonMobil Upstream Research Co., Spring, Texas, USASearch for other works by this author on:M. Panico,M. PanicoExxonMobil Production Company, Spring, Texas, USASearch for other works by this author on:W. Cheng,W. ChengExxonMobil Pipeline Co., Spring, Texas, USASearch for other works by this author on:M.F. Cook,M.F. CookExxonMobil Research and Engineering Co., Spring, Texas, USASearch for other works by this author on:M.L. MaciaM.L. MaciaExxonMobil Production Company, Spring, Texas, USASearch for other works by this author on:
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Chapter 25 ANALYSIS OF EARTHQUAKE-RESISTANT DUCTILE IRON PIPE JOINT AT FAULT LOCATION USING ABAQUS - A CASE STUDY FOR SIMULATION BASED PRODUCT QUALIFICATIONBySrikanth Srigiriraju,Srikanth SrigirirajuVIAS, Houston, TXSearch for other works by this author on:Arindam Chakraborty,Arindam ChakrabortyVIAS, Houston, TXSearch for other works by this author on:Burak OzturkBurak OzturkVIAS, Houston, TXSearch for other works by this author on:
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Chapter 26 HIGH STRAIN WELD SOLUTIONS FOR GEOHAZARD ACTIVE ENVIRONMENTByWan Abdullah WAN HAMAT,Wan Abdullah WAN HAMATPETRONAS, Kuala Lumpur, MalaysiaSearch for other works by this author on:Wan M Marzuki WAN ISMAIL,Wan M Marzuki WAN ISMAILPETRONAS, Kuala Lumpur, MalaysiaSearch for other works by this author on:Kamal Azam IBRAHIM,Kamal Azam IBRAHIMPETRONAS, Kuala Lumpur, MalaysiaSearch for other works by this author on:Ghazali M ZIN,Ghazali M ZINPETRONAS, Kuala Lumpur, MalaysiaSearch for other works by this author on:Noraina Suyanti MD ARISNoraina Suyanti MD ARISPETRONAS, Kuala Lumpur, MalaysiaSearch for other works by this author on:
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Chapter 27 DEVELOPMENT OF HIGH STRENGTH HIGH STRAIN LINEPIPE STEELSByJunji SHIMAMURA,Junji SHIMAMURASteel Research Lab., JFE Steel Corporation, Fukuyama, JapanSearch for other works by this author on:Kyono YASUDA,Kyono YASUDASteel Research Lab., JFE Steel Corporation, Fukuyama, JapanSearch for other works by this author on:Satoshi IGI,Satoshi IGISteel Research Lab., JFE Steel Corporation, Kurashiki, JapanSearch for other works by this author on:Ryuji MURAOKA,Ryuji MURAOKAWest Japan Works, JFE Steel Corporation, Fukuyama, JapanSearch for other works by this author on:Joe KONDOJoe KONDOPlate Business Planning, Dept., JFE Steel Corporation, Tokyo, JapanSearch for other works by this author on:
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Chapter 28 TENSILE STRAIN CAPACITY AFTER LOCAL BUCKLING OF HIGH STRAIN PIPELINE IN FULL-SCALE BENDING TESTSByTakahiro Sakimoto,Takahiro SakimotoJFE Steel Corporation, Chiba, Chiba, JapanSearch for other works by this author on:Hisakazu Tajika,Hisakazu TajikaJFE Steel Corporation, Chiba, Chiba, JapanSearch for other works by this author on:Tsunehisa Handa,Tsunehisa HandaJFE Steel Corporation, Chiba, Chiba, JapanSearch for other works by this author on:Satoshi Igi,Satoshi IgiJFE Steel Corporation, Okayama, Kurashiki, JapanSearch for other works by this author on:Joe KondoJoe KondoJFE Steel Corporation, Chiyoda, Tokyo, JapanSearch for other works by this author on:
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Chapter 29 LOW STRAIN CAPACITY GIRTH WELDS OF NEWLY CONSTRUCTED PIPELINES AND MITIGATIVE APPROACHESByYong-Yi Wang,Yong-Yi WangCenter for Reliable Energy Systems, Dublin, OH, USASearch for other works by this author on:Dan Jia,Dan JiaCenter for Reliable Energy Systems, Dublin, OH, USASearch for other works by this author on:David JohnsonDavid JohnsonEnergy Transfer, Houston, TX, USASearch for other works by this author on:
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Chapter 30 REVIEW OF PIPELINE INERTIAL SURVEYING FOR GROUND MOVEMENT-INDUCED DEFORMATIONSByJaroslaw A. Czyz,Jaroslaw A. CzyzPipeNav Consulting, Ltd., Calgary, Alberta, CanadaSearch for other works by this author on:Nasir ZulfiqarNasir ZulfiqarSSD, Inc., Reno, NV, USASearch for other works by this author on:
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Chapter 31 CORRELATION OF SINGLE-RUN ILI IMU BENDING STRAIN FEATURES TO GEOHAZARD LOCATIONSByBailey Theriault,Bailey TheriaultGolder Associates, Manchester, NH, USASearch for other works by this author on:Alexander McKenzie-Johnson,Alexander McKenzie-JohnsonHouston, TX, USASearch for other works by this author on:Sean PaulsenSean PaulsenGolder Associates, Detroit, MI, USASearch for other works by this author on:
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Chapter 32 DRAFT: ILI, IN-DITCH AND PERMANENTLY INSTALLED TOOLS FOR STRESS/STRAIN IMAGING AND MONITORINGByNeil J Goldfine,Neil J GoldfineJENTEK Sensors, Inc., Marlborough, Massachusetts, USASearch for other works by this author on:Todd M Dunford,Todd M DunfordJENTEK Sensors, Inc., Marlborough, Massachusetts, USASearch for other works by this author on:Andrew P WashabaughAndrew P WashabaughJENTEK Sensors, Inc., Marlborough, Massachusetts, USASearch for other works by this author on:
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Chapter 33 USING ILI TO EVALUATE PIPELINE STRAIN CONDITIONSByJane Dawson,Jane DawsonBaker Hughes, a GE company, Cramlington, Northumberland, UKSearch for other works by this author on:Mohamed ElSeify,Mohamed ElSeifyBaker Hughes, a GE company, Calgary, Alberta, CanadaSearch for other works by this author on:Ian MurrayIan MurrayBaker Hughes, a GE company, Cramlington, Northumberland, UKSearch for other works by this author on:
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Chapter 34 LARGE STANDOFF MAGNETOMETRY TECHNOLOGY ADVANCES TO ASSESS PIPELINE INTEGRITY UNDER GEOHAZARD CONDITIONS AND APPROACHES TO UTILISATION OF ITByHamed Habibi,Hamed HabibiSpeir Hunter, Newark, United KingdomSearch for other works by this author on:Paul JarramPaul JarramSpeir Hunter, Newark, United KingdomSearch for other works by this author on:
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Chapter 35 Use of Large Standoff Magnetometry for Geohazard Pipeline Integrity InvestigationsByChukwuma Onuoha,Chukwuma OnuohaPureHM, Edmonton, AB, CanadaSearch for other works by this author on:Jerell Tolentino,Jerell TolentinoPureHM, Edmonton, AB, CanadaSearch for other works by this author on:Shamus McDonnell,Shamus McDonnellPureHM, Edmonton, AB, CanadaSearch for other works by this author on:Vignesh ShankarVignesh ShankarPureHM, Edmonton, AB, CanadaSearch for other works by this author on:
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Chapter 36 STRESS CHARACTERIZATION OF MECHANICAL DAMAGES IN GAS PIPELINES USING LARGE STANDOFF MAGNETOMETRY TECHNOLOGYByXian-Kui Zhu,Xian-Kui ZhuEWI, 1250 Arthur E Adams Drive, Columbus, Ohio 43221, USASearch for other works by this author on:Tianzong Xu, DavidTianzong Xu, DavidPacific Gas and Electrical Company, 6111 Bollinger Canyon Road, San Ramon, CA 94583, USASearch for other works by this author on:
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Chapter 37 EVALUATION OF THERMAL PROBE COOLING EFFECT BASED ON PIPELINE PARALLEL OPTICAL CABLEByCai Yongjun,Cai YongjunPetroChina Pipeline R&D Center, Langfang, Hebei, ChinaSearch for other works by this author on:Tan Xianjun,Tan XianjunPetroChina Pipeline R&D Center, Langfang, Hebei, ChinaSearch for other works by this author on:Tan Xianjun,Tan XianjunPetroChina Pipeline R&D Center, Langfang, Hebei, ChinaSearch for other works by this author on:Wu ZhangzhongWu ZhangzhongPetroChina Pipeline R&D Center, Langfang, Hebei, ChinaSearch for other works by this author on:
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Chapter 38 STRUCTURAL RELIABILITY ASSESSMENT OF PIPELINE GIRTH WELDS USING GAUSSIAN PROCESS REGRESSIONByErling ØstbyErling ØstbyDNV GL, Høvik, NorwaySearch for other works by this author on:
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Chapter 39 ASSESSMENT OF PIPELINES IN MOVING SLOPES: A RISK-INFORMED DECISION MAKING APPROACHByMona Abdolrazaghi,Mona AbdolrazaghiEnbridge, Edmonton, Alberta, CanadaSearch for other works by this author on:Sherif HassanienSherif HassanienEnbridge, Edmonton, Alberta, CanadaSearch for other works by this author on:
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Chapter 40 PROBABILISTIC FAULT DISPLACEMENT ANALYSIS FOR A PIPELINE SYSTEMByJonathan Brewer, PE,Jonathan Brewer, PEStress Engineering Services, Inc., Houston, TexasSearch for other works by this author on:Elizabeth Bowlin, PE,Elizabeth Bowlin, PEStress Engineering Services, Inc., Houston, TexasSearch for other works by this author on:Don West, LEG, LG,Don West, LEG, LGGolder Associates Inc., Redmond, WashingtonSearch for other works by this author on:Clayton Johnson, LGClayton Johnson, LGGolder Associates Inc., Redmond, WashingtonSearch for other works by this author on:
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Chapter 41 Managing Risk: Effective Use of Structural Reliability Assessment (SRA) and Quantitative Risk Assessment (QRA) for Sabah-Sarawak Gas Pipeline (SSGP)ByWan M Marzuki Wan Ismail,Wan M Marzuki Wan IsmailPETRONAS, Kuala Lumpur, MalaysiaSearch for other works by this author on:Mohd Nazmi Mohd Ali Napiah,Mohd Nazmi Mohd Ali NapiahPETRONAS, Kuala Lumpur, MalaysiaSearch for other works by this author on:Mohd Zazli Mohd Zabidi,Mohd Zazli Mohd ZabidiPETRONAS, Kuala Lumpur, MalaysiaSearch for other works by this author on:Ahmad Sirwan M TuselimAhmad Sirwan M TuselimPETRONAS, Kuala Lumpur, MalaysiaSearch for other works by this author on:
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Chapter 42 A PRACTICAL ASSESSMENT OF PIPELINE RISK UNDER EPISTEMIC UNCERTAINTY: A HYDRO-TECHNICAL THREATByMona Abdolrazaghi,Mona AbdolrazaghiEnbridge, Edmonton, Alberta, CanadaSearch for other works by this author on:Sherif HassanienSherif HassanienEnbridge, Edmonton, Alberta, CanadaSearch for other works by this author on:
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Chapter 43 IMPLICATIONS OF LIMIT STATE DESIGN CHECKS FOR GEOTECHNICAL LOADSBySmitha D. Koduru,Smitha D. KoduruC-FER Technologies (1999) Inc., Edmonton, Alberta, CanadaSearch for other works by this author on:Maher A. NessimMaher A. NessimC-FER Technologies (1999) Inc., Edmonton, Alberta, CanadaSearch for other works by this author on: