试谈学术论文投稿格式模版(英文)

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1、试谈学术论文投稿格式模版(英文)试谈学术论文投稿格式模版(英文)导读：部大写）Itispossibletonumericallycalculatethepermeabilityusingastructuralmodelatleastforsimplegeometricalconfigurations.SuchnumericalexperimentsusingtensionalperiodicstructureshavebeenproposedbyanumberofinvestigatorsincludingEidsathetal.(1983),Cou

2、laudetaPhysicalandNumericalSimulationofGeotechnicalEngineering1stIssue,Sep.2010（TimesNean，9，斜体，固定值8磅，段前0磅，段后5磅）AGeneralFormulaforDeterminingthePermeabilityofPorousMediaConsistingofObstaclesofDifferentSizes（Helvetica，16，实词首字母大写，加粗，居中，固定值21磅）NAKAYAMAAkira1,2,LIURenxing1,SANOYoshi

3、hiko2,HUANGXiaolan1（Helvetica，13，居中，固定值18磅）1.SchoolofCivilEngineeringandArchitecture,echanicalEngineering,ShizuokaUniversity,Japan,432-8561tmanakaipc.shizuoka.ac.jp（Helvetica，8，斜体，居中，固定值12磅）（TimesNean，9，居中，固定值12磅；Abstract和Keyericalputationsforanumberofgeometricalmodels,ausefulf

4、ormulahasbeenproposedfordeterminingthepermeabilityoftheporousmediaensionalnumericalmodelsconsistingofsquarerodsofdifferentsizesareconstructedtorepresentporousmediaforthecasesofcollectionsofobstaclesofthree-,four-andfive-differentsizes.putationsarecarriedouttofindthedetailsofmic

5、roscopicvelocityandpressurefields.Thereresultsareintegratedtofindtheeffectivepermeabilityforcollectionsofmulti-sizedobstacles.TheCarman-Kozenytypegeneralformulahasbeenproposedalongula,yieldsagoodapproximationtothepermeabilityofmulti-sizedobstacles.KEYeability,Carman-Kozenyformu

6、la,Numericalsimulation,Pressuredrop1INTRODUCTION（Helvetica，10，加粗，大写，固定值12磅，段前2.5磅，段后18磅，字母全部大写）Itispossibletonumericallycalculatethepermeabilityusingastructuralmodelatleastforsimplegeometricalconfigurations.Suchnumericalexperimentsusingtensionalperiodicstructureshavebeenpropose

7、dbyanumberofinvestigatorsincludingEidsathetal.(1983),Coulaudetal.(1988),SahraouiandKaviany(1991),Foaetal.(1995).AthoroughrevieaybefoundelseaandKuaetal.(1995)alsocarriedoutthree-dimensionalputationsforfullyellipticfloan-Kozenyisquiteadequateforestimatingthepermeabilityinthecases

8、ofcollectionsofsquarecylinders,circularcylinders,spher