《地下空间与工程学报》论文结构与编排格式2010

62Vol.6No.220104ChineseJournalofUndergroundSpaceandEngineeringApr.201020090101(1969-)[e-mail](CSTC,035679)(50104013)1,211,345(1.4000452.4000453.2665104.3250355.610031)O319.56A16730836(2010)02100003PaperStructureandLayoutTemplateofChineseJournalofUndergroundSpaceandEngineeringLiuXinrong1,2HuZhenying1XieQiang1,3LvXin4LiangNinghui5(1.CollegeofCivilEngineering,ChongqingUniversity,Chongqing400045,China;2.EditorialDepartmentofJournalofUndergroundSpaceandEngineering,Chongqing400045,China;3.CollegeofCivilEngineeringandArchitecture,ShandongUniversityofScienceandTechnology,Qingdao,Shandong266510,China;4.CollegeofArchitecture&CivilEngineering,WenzhouUniversity,Wenzhou,Zhejiang325035,China;5.SchoolofCivilEngineering,SouthwestJiaotongUniversity,Chengdu610031,China)AbstractForimprovingqualityofChineseJournalofUndergroundSpaceandEngineering,andstandardizingpaperformat,thepaperstructureandlayouttemplaterequiredforthisjournalispresentedaccordingtotheNationalStandardsforacademicjournalsandthecharacteristicsofthisjournal.Authorsshouldtakethistemplatewhentheypreparetheirpapers.Keywordspaper;structure;layout;format11.11.2212345671~58E-mail?2?201091031202534250~30053~5610716A425.0cm16.7cm2144811Fig.1Stressvs.straincurve11Cl-/SO42-Table1StatisticsofCl-/SO42-ratioatdifferentdepth(m)1#2#3#4#0~0.20.4740.790.9421.2040.2~0.50.7241.5361.2780.9940.5~0.70.440.590.460.460.7~1.0(m)0.4180.891.0420.9368cm8cm259GB3100~310293()SI1/4SI100.1~99910wordWrdVdSf105.1215.121+114311.11.1.14125512[][][][J][A][][S][][P][]/()(MPa)0001020304050607080900200400600800100012001400//MPa62.?3?13GB3469JMCDPSNRMTDKCDOL/DB/OLDB/MTM/CDCP/DKJ/OLEB/[e-mail]@126.com5WORDE-mail(References)[1],,,.[J].,2005,5(6):837-840.(LiuXinrong,SunHui,ChenXiaojiang,etal.Numericalanalysisonmid-partitionstructureoftheloessdoublearchtunnel[J].ChineseJournalofUndergroundSpaceandEngineering,2005,5(6):837-840.(inChinese))[2].[J].200625(1)29392945.(TanZhuoyingCaiMeifengYueZhongqietal.InterfaceidentificationofintricateweatheredgranitegroundinvestigationinHongKongusingdrillingparameters[J].ChineseJournalofRockMechanicsandEngineering200625(Supp.1)29392945.(inChinese))[3]LavrovA,VervootrA,WeversM.,etal.ExperimentalandnumericalstudyoftheKaisereffectincyclicbraziliantestswithdiskrotation[J].InternationalJournalofRockMechanics&MiningSciences,2002,39(3):287-302.[4].[D].:,2005.(SunHui.Studyonstabilityoftherockandthelinerstructureintheloessdoubled-archtunnel[D].Chongqing:ChongqingUniversity,2005.(inChinese))[5].()[R].,2006.(ChanganUniversity.MonthlyreportoftunnelsmonitoringforHuangshanTalingandXiaoheTaolinhighways[R].XianChanganUniversity,2006.(inChinese))[6],.[M].:,2003.(MaDeqin,LinAnlin.Subwayandlightrailtransit[M].Chengdu:SouthwestJiaotongUniversityPress,2003.(inChinese))[7],,.[A]..[C].:,2007:163-169.(YangGuoxiang,LinJiaxiang,YangFangqin.Thesafetystudyoflargediametershieldtunnelliningstructureduringconstruction[A].LiuJianhang.ed.TheThirdShanghaiInternationalSymposiumonTunnel,UndergroundConstructionandRiskPreventionTechniques[C].Shanghai:TongjiUniversityPress,2007:163-169.(inChinese))[8].(JTGD70-2004)[S].:,2004.(MinistryofCommunicationsofthePeoplesRepublicofChina.Codefordesignofroadtunnel[S].Beijing:ChinaCommunicationsPress,2004.(inChinese))[9].[N].,1998-12-25(10).(XieXide.Newideasofcreationsforlearning[N].PeoplesDaily,1998-12-25(10).(inChinese))[10].[P.8810560731989-07-26.(JiangXizhou.Aprogramforpreparingawarmmedicineforexternalapplication[P.ChinaPatent8810560731989-07-26.(inChinese))[11].[EB/OL].(WangMingliang.ProgressonsystemsengineeringforstandardizationofChineseAcademicJournalsDatabase[EB/OL].(inChinese))[12].(1983-1993).[DB/CD].:,1996.(WanJinkun.ChinaCUJA(1983-1993).Englishedition[DB/CD].Beijing:?2?2010EncyclopediaofChinaPublishingHouse,1996.(inChinese))