Pipeline Integrity Management Under Geohazard Conditions (PIMG) / Mamdouh M. Salama,(p) Yong-Yi Wang,(p) Don West,(p) Alexander McKenzie-Johnson,(p) Azam B A-Rahman,(p) Guiyi Wu,(p) Jens Petter Tronskar,(p) Jim Hart,(p) Bernt J. Leira

By: Contributor(s): Resource type: Ressourcentyp: Buch (Online)Book (Online)Publisher number: 861998Language: English Publisher: New York, N.Y : The American Society of Mechanical Engineers, [2020]Description: 1 Online-Ressource (412 pages) : illustrationsSubject(s): Additional physical formats: 9780791861998. | Erscheint auch als: Pipeline Integrity Management Under Geohazard Conditions (PIMG). Druck-Ausgabe. New York, N.Y : The American Society of Mechanical Engineers, 2020LOC classification:
  • TN879.5
DOI: DOI: 10.1115/1.861998Online resources: Additional physical formats: Also available in print and PDF edition.Additional physical formats: Full text article also available for purchase.Additional physical formats: Electronic reproduction; Mode of access: World Wide WebSummary: Chapter 1 IMPACT OF GEOHAZARDS ON PIPELINES AND REGULATORY POWERS AND RESTRICTIONS IN CANADA AND THE UNITED STATES -- Chapter 2 FAILURE ANALYSIS OF A STRESS-BASED PIPELINE UNDER PLASTIC STRAIN -- Chapter 3 STRAIN-BASED DESIGN AND ASSESSMENT - CONCEPTS AND GAPS -- Chapter 4 BURST FAILURE MODELS AND PREDICTIONS OF BURIED PIPELINES -- Chapter 5 GROUND MOVEMENT HAZARDS (LANDSLIDES, SUBSIDENCE) AND PIPELINES: AN OVERVIEW -- Chapter 6 GUIDELINES FOR MANAGING GEOHAZARDS AFFECTING THE ENGINEERING AND CONSTRUCTION OF NEW OIL AND NATURAL GAS PIPELINES -- Chapter 7 QUANTIFYING SURFACE FAULT RUPTURE HAZARD AT THE ACTIVE FAULT-BURIED PIPELINE INTERSECTION -- Chapter 8 ADVANCED PIPELINE GEOHAZARD SIMULATION: EVALUATION OF PIPELINE RESPONSE TO LATERAL SLOPE MOVEMENTS -- Chapter 9 ON ESTIMATING PIPELINES RELIABILITY AT SLOPE CROSSINGS -- Chapter 10 A COMPREHENSIVE STUDY ON THE EFFECT OF SOIL MOVEMENT DUE TO MANMADE OPERATIONS ON SUBSEA PIPELINES -- Chapter 11 AN OVERVIEW OF CURRENT METHODS FOR MONITORING LANDSLIDE GROUND MOVEMENT TO BETTER UNDERSTAND POTENTIAL HAZARDS TO BURIED PIPELINES -- Chapter 12 DETECTING AND QUANTIFYING GROUND SUBSIDENCE FOR PIPELINE GEOHAZARD MANAGEMENT USING SATELLITE RADAR INTERFEROMETRY - POTASH MINE SUBSIDENCE EXAMPLE -- Chapter 13 CREATION AND MANAGEMENT OF A LANDSLIDE AND EROSION GEOHAZARDS INVENTORY FOR NATURAL GAS TRANSMISSION PIPELINES IN CALIFORNIA -- Chapter 14 USE OF A GEOHAZARD MANAGEMENT PROGRAM TO REDUCE PIPELINE FAILURE RATES -- Chapter 15 DYNAMIC GEOHAZARD MANAGEMENT IN CHALLENGING ENVIRONMENT -- Chapter 16 DEVELOPING A GEOTECHNICAL HAZARD INVENTORY: A CASE STUDY AND BEST PRACTICE RECOMMENDATIONS -- Chapter 17 EXAMPLE OF A SEMI-QUANTITATIVE STREAM CROSSING HYDROTECHNICAL HAZARD ASSESSMENT FOR A NEW PIPELINE -- Chapter 18 STABILIZATION OF A NATURAL GAS PIPELINE UTILIZING SOIL NAILS AND HIGH TENSILE STEEL WIRE MESH -- Chapter 19 PERFORMANCE-BASED APPROACH FOR STABILIZING STEEP SLOPES ON PIPELINE RIGHT OF WAY -- Chapter 20 OPERATIONAL ALTERNATIVE TO DESIGN TREATMENT FOR SOME GROUND SUBSIDENCE AND SURFACE FAULTING GEOHAZARDS -- Chapter 21 PIPE GIRTH WELDS UNDER PLASTIC STRAINING: FULL-SCALE TESTING AND STRAIN-BASED APPROACHES -- Chapter 22 TENSILE STRAIN MODELS AND THEIR APPLICATIONS -- Chapter 23 DEVELOPMENTS IN STRAIN-BASED FRACTURE ASSESSMENTS - A PERSPECTIVE.Summary: Chapter 24 TENSILE STRAIN CAPACITY MODEL, FULL-SCALE TESTING, SAFETY FACTOR DERIVATION, AND BENCHMARK EXAMPLE CALCULATIONS -- Chapter 25 ANALYSIS OF EARTHQUAKE-RESISTANT DUCTILE IRON PIPE JOINT AT FAULT LOCATION USING ABAQUS - A CASE STUDY FOR SIMULATION BASED PRODUCT QUALIFICATION -- Chapter 26 HIGH STRAIN WELD SOLUTIONS FOR GEOHAZARD ACTIVE ENVIRONMENT -- Chapter 27 DEVELOPMENT OF HIGH STRENGTH HIGH STRAIN LINEPIPE STEELS -- Chapter 28 TENSILE STRAIN CAPACITY AFTER LOCAL BUCKLING OF HIGH STRAIN PIPELINE IN FULL-SCALE BENDING TESTS -- Chapter 29 LOW STRAIN CAPACITY GIRTH WELDS OF NEWLY CONSTRUCTED PIPELINES AND MITIGATIVE APPROACHES -- Chapter 30 REVIEW OF PIPELINE INERTIAL SURVEYING FOR GROUND MOVEMENT-INDUCED DEFORMATIONS -- Chapter 31 CORRELATION OF SINGLE-RUN ILI IMU BENDING STRAIN FEATURES TO GEOHAZARD LOCATIONS -- Chapter 32 DRAFT: ILI, IN-DITCH AND PERMANENTLY INSTALLED TOOLS FOR STRESS/STRAIN IMAGING AND MONITORING -- Chapter 33 USING ILI TO EVALUATE PIPELINE STRAIN CONDITIONS -- Chapter 34 LARGE STANDOFF MAGNETOMETRY TECHNOLOGY ADVANCES TO ASSESS PIPELINE INTEGRITY UNDER GEOHAZARD CONDITIONS AND APPROACHES TO UTILISATION OF IT -- Chapter 35 Use of Large Standoff Magnetometry for Geohazard Pipeline Integrity Investigations -- Chapter 36 STRESS CHARACTERIZATION OF MECHANICAL DAMAGES IN GAS PIPELINES USING LARGE STANDOFF MAGNETOMETRY TECHNOLOGY -- Chapter 37 EVALUATION OF THERMAL PROBE COOLING EFFECT BASED ON PIPELINE PARALLEL OPTICAL CABLE -- Chapter 38 STRUCTURAL RELIABILITY ASSESSMENT OF PIPELINE GIRTH WELDS USING GAUSSIAN PROCESS REGRESSION -- Chapter 39 ASSESSMENT OF PIPELINES IN MOVING SLOPES: A RISK-INFORMED DECISION MAKING APPROACH -- Chapter 40 PROBABILISTIC FAULT DISPLACEMENT ANALYSIS FOR A PIPELINE SYSTEM -- Chapter 41 Managing Risk: Effective Use of Structural Reliability Assessment (SRA) and Quantitative Risk Assessment (QRA) for Sabah-Sarawak Gas Pipeline (SSGP) -- Chapter 42 A PRACTICAL ASSESSMENT OF PIPELINE RISK UNDER EPISTEMIC UNCERTAINTY: A HYDRO-TECHNICAL THREAT -- Chapter 43 IMPLICATIONS OF LIMIT STATE DESIGN CHECKS FOR GEOTECHNICAL LOADS.Summary: 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 operatorś experiences in tackling geohazard challenges for both new and vintage pipelines. In addition to the expertś 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 availablePPN: PPN: 1736708287Package identifier: Produktsigel: ZDB-240-ASM
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