FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4252879447> ?p ?o ?g. }

• W4252879447 abstract "Laboratory Tests on Collapse Resistance of Cemented Casing George W. Evans; George W. Evans Halliburton Services Search for other works by this author on: This Site Google Scholar Don W. Harriman Don W. Harriman Halliburton Services Search for other works by this author on: This Site Google Scholar Paper presented at the Fall Meeting of the Society of Petroleum Engineers of AIME, San Antonio, Texas, October 1972. Paper Number: SPE-4088-MS https://doi.org/10.2118/4088-MS Published: October 08 1972 Cite View This Citation Add to Citation Manager Share Icon Share Twitter LinkedIn Get Permissions Search Site Citation Evans, George W., and Don W. Harriman. Laboratory Tests on Collapse Resistance of Cemented Casing. Paper presented at the Fall Meeting of the Society of Petroleum Engineers of AIME, San Antonio, Texas, October 1972. doi: https://doi.org/10.2118/4088-MS Download citation file: Ris (Zotero) Reference Manager EasyBib Bookends Mendeley Papers EndNote RefWorks BibTex Search Dropdown Menu toolbar search search input Search input auto suggest filter your search All ContentAll ProceedingsSociety of Petroleum Engineers (SPE)SPE Annual Technical Conference and Exhibition Search Advanced Search AbstractLaboratory tests on collapse resistance of cemented casing give an insight into the role cement sheath strength and integrity have on the collapse resistance of tubular goods. A full cement sheath can materially improve the collapse resistance of the tubular goods-cement sheath structure. The stronger full cement sheaths offered the greatest resistance to collapse pressure. Cement sheaths that contain voids above a certain size give very limited improvement in collapse resistance.IntroductionThe role of the cement sheath relative to tubular goods performance in oil and gas wells has long performance in oil and gas wells has long been a subject of discussion. The questions generally raised concern the thickness, strength and configuration of the sheath and the effects of these upon burst and collapse resistance of cemented tubular goods. This study was initiated for the purpose of investigating the properties of the cement sheath with properties of the cement sheath with respect to their effect on the collapse resistance of the tubular goods cement sheath structure.Collapse resistance of dual strings of mechanical tubing cemented together with sheaths of cement of various strengths and configurations was investigated. The tests considered conditions where collapsing forces were imposed on a bare cement sheath as well as a cement sheath surrounded by tubing. The dual tubular string collapse resistance was determined by applying hydraulic and mechanical loads to the structure.Hydraulic Collapse TestsTests were first run to determine the hydraulic collapse pressure of uncemented tubing. pressure of uncemented tubing. Keywords: collapse pressure, full cement sheath, collapse resistance, radial void, test structure, laboratory test, resistance, diameter, configuration, cement sheath Subjects: Casing and Cementing This content is only available via PDF. 1972. Society of Petroleum Engineers You can access this article if you purchase or spend a download." @default.
• W4252879447 created "2022-05-12" @default.
• W4252879447 creator A5002690209 @default.
• W4252879447 creator A5066145104 @default.
• W4252879447 date "1972-10-01" @default.
• W4252879447 modified "2023-09-26" @default.
• W4252879447 title "Laboratory Tests on Collapse Resistance of Cemented Casing " @default.
• W4252879447 doi "https://doi.org/10.2523/4088-ms" @default.
• W4252879447 hasPublicationYear "1972" @default.
• W4252879447 type Work @default.
• W4252879447 citedByCount "0" @default.
• W4252879447 crossrefType "proceedings-article" @default.
• W4252879447 hasAuthorship W4252879447A5002690209 @default.
• W4252879447 hasAuthorship W4252879447A5066145104 @default.
• W4252879447 hasConcept C127413603 @default.
• W4252879447 hasConcept C161191863 @default.
• W4252879447 hasConcept C18903297 @default.
• W4252879447 hasConcept C2778805511 @default.
• W4252879447 hasConcept C30399818 @default.
• W4252879447 hasConcept C41008148 @default.
• W4252879447 hasConcept C57473165 @default.
• W4252879447 hasConcept C78519656 @default.
• W4252879447 hasConcept C86803240 @default.
• W4252879447 hasConceptScore W4252879447C127413603 @default.
• W4252879447 hasConceptScore W4252879447C161191863 @default.
• W4252879447 hasConceptScore W4252879447C18903297 @default.
• W4252879447 hasConceptScore W4252879447C2778805511 @default.
• W4252879447 hasConceptScore W4252879447C30399818 @default.
• W4252879447 hasConceptScore W4252879447C41008148 @default.
• W4252879447 hasConceptScore W4252879447C57473165 @default.
• W4252879447 hasConceptScore W4252879447C78519656 @default.
• W4252879447 hasConceptScore W4252879447C86803240 @default.
• W4252879447 hasLocation W42528794471 @default.
• W4252879447 hasOpenAccess W4252879447 @default.
• W4252879447 hasPrimaryLocation W42528794471 @default.
• W4252879447 hasRelatedWork W2134447199 @default.
• W4252879447 hasRelatedWork W2350330514 @default.
• W4252879447 hasRelatedWork W2356805007 @default.
• W4252879447 hasRelatedWork W2362765935 @default.
• W4252879447 hasRelatedWork W2364064423 @default.
• W4252879447 hasRelatedWork W2367470258 @default.
• W4252879447 hasRelatedWork W2372578775 @default.
• W4252879447 hasRelatedWork W2393669559 @default.
• W4252879447 hasRelatedWork W2899084033 @default.
• W4252879447 hasRelatedWork W4205779815 @default.
• W4252879447 isParatext "false" @default.
• W4252879447 isRetracted "false" @default.
• W4252879447 workType "article" @default.