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Publikováno v:
SPE Drilling & Completion. 32:112-120
SummaryThe amount of axial settlement of casings supported by regions of axial elastic foundations is computed. The differential equation of axial equilibrium, including the foundation stiffnesses, is solved by use of cubic axial finite elements. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::11f6445016c4083725511e9066f0aee1
https://doi.org/10.2118/185174-pa
https://doi.org/10.2118/185174-pa
