{"record":{"leader":"cx  r22     2  45","datafield":[{"ind2":" ","ind1":" ","subfield":{"code":"a","content":"20200708afrey50      ba0"},"tag":100},{"ind2":" ","ind1":" ","subfield":[{"code":"a","content":"fre"},{"code":2,"content":"639-2"}],"tag":101},{"ind2":" ","ind1":" ","subfield":{"code":"a","content":1989},"tag":103},{"ind2":" ","ind1":" ","subfield":[{"code":"a","content":"k"},{"code":"f","content":"fre"}],"tag":104},{"ind2":" ","ind1":" ","subfield":[{"code":"a","content":0},{"code":"b","content":"#"},{"code":"c","content":"#"}],"tag":106},{"ind2":" ","ind1":" ","subfield":{"code":"a","content":"AFNOR"},"tag":152},{"ind2":" ","ind1":" ","subfield":{"code":"a","content":"Oeuvre Textuelle"},"tag":189},{"ind2":" ","ind1":" ","subfield":[{"code":7,"content":"ba0yba0"},{"code":"t","content":"MODELISATION BIDIMENSIONNELLE DES PHENOMENES DE TRANSPORT DANS LES BASSINS SEDIMENTAIRES PAR LA METHODE DES ELEMENTS FINIS"}],"tag":241},{"ind2":" ","ind1":" ","subfield":[{"code":7,"content":"ba0yba0y"},{"code":"a","content":"UNE METHODE DE TYPE ELEMENTS FINIS EST APPLIQUEE A LA MODELISATION BIDIMENSIONNELLE DES PHENOMENES DE TRANSPORT DANS LES BASSINS SEDIMENTAIRES, AU COURS DE LEUR FORMATION. LA PHYSIQUE INTRODUITE  LOIS DE CONSERVATION, LOI DE COMPACTION DU MILIEU POREUX, LOI DE DARCY, LOIS DEFINISSANT LES DIFFERENTS PARAMETRES DU COMPORTEMENT THERMIQUE ET D'ECOULEMENT  EST CELLE CHOISIE DANS UN MODELE DEJA EXISTANT, THEMIS, DEVELOPPE A L'INSTITUT FRANCAIS DU PETROLE. LE PROBLEME D'ECOULEMENT EST ECRIT SOUS FORME VARIATIONNELLE AVEC LA PRESSION COMME INCONNUE PRINCIPALE. CONTRAIREMENT AU CAS DE THEMIS, OU IL EST RESOLU PAR UNE METHODE DE TYPE VOLUMES FINIS, IL EST ICI RESOLU PAR UNE METHODE D'ELEMENTS FINIS. LES PRINCIPALES DIFFICULTES RENCONTREES CONCERNENT L'EVOLUTION DU DOMAINE D'ETUDE (COMPACTION, SEDIMENTATION, EROSION) ET LES MATERIAUX TRES PERMEABLES (SABLES). DES TESTS COMPARATIFS AVEC LA METHODE DES VOLUMES FINIS ONT MONTRE LES BONS COMPORTEMENTS NUMERIQUE ET PHYSIQUE DE LA METHODE DES ELEMENTS FINIS. DE PLUS, ELLE EST MIEUX ADAPTEE POUR MODELISER DES MILIEUX GEOLOGIQUES HETEROGENES ET A GEOMETRIE COMPLEXE. LE TRAITEMENT D'UNE COUPE REELLE SITUEE DANS LA MER DU NORD A MONTRE L'APTITUDE DU MODELE A REPRODUIRE LES PHENOMENES PHYSIQUES D'ECOULEMENT"}],"tag":300},{"ind2":0,"ind1":" ","subfield":[{"code":"b","content":"Thèse Doctorat"},{"code":"c","content":"Terre, océan, espace"},{"code":"e","content":"Paris, ENMP"},{"code":"d","content":1989}],"tag":328},{"ind2":" ","ind1":" ","subfield":[{"code":7,"content":"ba0yba0"},{"code":"t","content":"TWO DIMENSIONAL MODELLING OF TRANSPORT PHENOMENA IN SEDIMENTARY BASINS USING FINITE ELEMENT METHOD"}],"tag":441},{"ind2":1,"ind1":" ","subfield":[{"code":7,"content":"ba0yba04"},{"code":"a","content":"BOUVIER"},{"code":"b","content":"VERONIQUE"},{"code":4,"content":"070"}],"tag":501},{"ind2":1,"ind1":" ","subfield":[{"code":3,"content":"088900584"},{"code":7,"content":"ba0yba04"},{"code":"a","content":"Goblet"},{"code":"b","content":"Patrick"},{"code":4,"content":727}],"tag":501},{"ind2":2,"ind1":0,"subfield":[{"code":3,"content":"026375249"},{"code":7,"content":"ba0yba04"},{"code":"a","content":"École nationale supérieure des mines"},{"code":"c","content":"Paris"},{"code":"c","content":"1783-...."},{"code":4,"content":295}],"tag":511},{"ind2":" ","ind1":" ","subfield":[{"code":7,"content":"ba0yba0"},{"code":3,"content":"027253139"},{"code":"a","content":"Thèses et écrits académiques"},{"code":2,"content":"rameau"}],"tag":608},{"ind2":" ","ind1":1,"subfield":[{"code":"a","content":"Terre, ocean, espace"},{"code":"a","content":"Stratigraphie"},{"code":"a","content":"Hydrologie, hydrogeologie"}],"tag":610},{"ind2":" ","ind1":2,"subfield":[{"code":"a","content":"Modele 2 dimensions"},{"code":"a","content":"Transport"},{"code":"a","content":"Bassin sedimentaire"},{"code":"a","content":"Methode element fini"},{"code":"a","content":"Milieu poreux"},{"code":"a","content":"Transfert chaleur"},{"code":"a","content":"Dynamique fluide"},{"code":"a","content":"Sable"},{"code":"a","content":"Mer du nord"},{"code":"a","content":"Ecoulement monophasique"}],"tag":610},{"ind2":" ","ind1":2,"subfield":[{"code":"a","content":"Two-dimensional models"},{"code":"a","content":"Transport"},{"code":"a","content":"Sedimentary basins"},{"code":"a","content":"Finite element analysis"},{"code":"a","content":"Porous materials"},{"code":"a","content":"Heat transfer"},{"code":"a","content":"Fluid dynamics"},{"code":"a","content":"Sand"},{"code":"a","content":"North sea"},{"code":"a","content":"Two dimensional model"},{"code":"a","content":"Finite element method"},{"code":"a","content":"Porous medium"}],"tag":610},{"ind2":" ","ind1":" ","subfield":[{"code":"a","content":550},{"code":2,"content":"TEF"}],"tag":686},{"ind2":3,"ind1":" ","subfield":[{"code":"a","content":"FR"},{"code":"b","content":"Abes"},{"code":"c","content":20231218},{"code":"g","content":"AFNOR"}],"tag":801}],"controlfield":[{"tag":"001","content":247850136},{"tag":"003","content":"http://www.idref.fr/247850136"},{"tag":"004","content":20200708},{"tag":"005","content":20231218030959},{"tag":"006","content":"0499"},{"tag":"007","content":"0499"},{"tag":"008","content":"Tr2"}]}}