简介：-Basedonthetheoryoflimitanalysis,theFiniteDifferenceMethod(FDM)isestablishedforevaluatingtheultimatebearingcapacityofsubsoilstobeartheunburiedpipelines.Theanalyticalresultsofbearingcapacityoftheidealclayisgiven.Theapproachtobearingcapacityevaluationofcohesionlesssubsoilswithoutsurchargeissuggested.Theresultsfromthismethodareconsistentwiththoseobtainedfrommodeltests.

简介：倾倒区域能力被水动力学过程主要影响(潮汐的沉积，暴风雨巨浪和波浪，等等)象倾倒区域的尺寸和深度一样。在作为FVCOM(有限体积海岸和海洋模型)知道的三维的海洋发行量模型和随机的动态统计分析模型上基于，利用倾倒地面地形学进化并且倾倒数量，讨论水动力学过程和倾倒的活动的影响的作者目的以便造了倾倒区域能力的海洋的一个新模型。与在倾倒的区域的深度和倾倒的数量的数据，底部的变化地志它基于FVCOM水动力学和沉积模块在自然条件下面由潮汐的电流引起了，为倾倒分析变化的统计关系的作者努力总计，潮汐的电流和底部地志。通过到合适的修订系数值，它将被认为是地志的真实数据改变引用波浪和暴风雨影响的价值澎湃。因此在倾倒的能力作为长期的变化拿这评估。在建立底部的阀值的前提地志的变化，倾倒的区域能力被计算。每年拿Yangtze河口号码1作为一个例子倾倒区域，作为由0.5m的水深度还原剂，倾倒的区域能力是模型结果在对实际数量的合理同意的大约670万m3/a,。然后，模型在海湾倾倒区域，Shengsishangchuan山倾倒区域，Dongding倾倒区域，Dongshan倾倒区域，和Wenzhou移植倾倒区域的Luoyuan被验证，它在外面是拐弯结果类似于实际观察的。

简介：Themethodhasbeenestablishedtocalculatetheenvironmentalcapacity(ECo),surplusenvironmentcapacity(SECo)ofwaterwithrespecttomarinepetroleumhydrocarbonsassociatedwithoil(PHAOs)andtheself-purificationcapacity(SPCo)ofmainself-purificationprocesstoPHAOsintheJiaozhouBay,China,accordingtothedynamicmodelfordistributionofmarinePHAOsamongmultiphaseenvironments.ThevariationofconcentrationofPHAOsintheJiaozhouBayiswellsimulatedbythedynamicmodel.Basedonthemodel,theEC.,SEC.ofwaterwithrespecttoPHAOsintheJiaozhouBaywerecalculatedduringthelast10yearsunderthefirst-classandsecond-classqualitystandardrequirement,accordingtoSPCoofmainself-purificationprocesstoPHAOs.Theresultsshowthatabout200tonsofPHAOscouldbedischargedintotheJiaozhouBayformaintainingthefirstclassseawaterqualitystandard,andabout600tonsofPHAOsforthesecondclassseawaterqualitystandardlater.

简介：JellyfishfishingisaspecialtypeoffisherythatmainlyexistsinsomecountriesofEastandSoutheastAsia.Chinahasthelargestjellyfishfisheryyieldintheworldwithanannualharvestofaround300thousandtons.LiaodongBayisthemostimportantjellyfishfisherygroundinChina.However,duetothehighbenefitsofjellyfishfishery,whichleadstoillegalandout-of-seasonjellyfishfishingoccurringeachyearinLiaodongBay.IllegaljellyfishfisheryinLiaodongBayisatypicalexampleofthetragedyofthecommons.Thekeyproblemisthatfishermenseektoanillegallyinitiatejellyfishfishingasearlyaspossible.Inthispaper,basingonthedataofediblejellyfish’sbiologyandecology,wemainlyanalyzedthehistoryofjellyfishfisheryinChina,especiallyinLiaodongbay,andthenwecalculatedthecarrycapacityofediblejellyfishinLiaodongBaywhichisabout300thousandtonsoneyear.ThisnumberisequaltotherecentannualyieldofediblejellyfishinChina.Furthermore,basingonthecarrycapacityandreasonablequotaspriceanalysis,wesetupaJellyfishfishingquotasanddeficitquotasbuybacksystemwhichcouldbeasuitableandeffectivesolutionforjellyfishfisherymanagementanddevelopmentinLiaodongBayattheunderlyingroots.AlthoughChinaisthefirstcountrywithediblejellyfishaquaculture,theannualyieldofjellyfishaquacultureisonlyonefifthofjellyfishfishing.So,thereisaverybrightdevelopingprospectaboutediblejellyfishaquacultureinChina.

简介：Thedegradationstrengthofsoilsundercyclicloadingisstudiedandamethodfordeter-miningthecyclicdegradationstrengthwithcyclictriaxialtestsisgiveninthepaper.Furthermore,adum-mystaticmethodforestimatingtheundrainedbearingcapacityforoffshoresoftfoundationunderwaveloadsisdeveloped.Itcanconsidertheeffectofthedifferenceofcyclicstressfordifferentpartsofthefoun-dationonboththedegradationstrengthofthefoundationsoilandthebearingcapacitysothattheesti-matedresultcanbetterreflecttherealconditionoffoundationundercyclicloading.Themethodcanbeap-pliedtoplaneandspaceproblem.

简介：Anenvironmentalcapacitymodelforthepetroleumhydrocarbonpollutions(PHs)inJiaozhouBayisconstructedbasedonfieldsurveys,mesocosm,andparallellaboratoryexperiments.SimulatedresultsofPHsseasonalsuccessionsin2003matchthefieldsurveysofJiaozhouBayresaonablywellwithahighestvalueinJuly.TheMonteCarloanalysisconfirmsthatthevariationofPHsconcentrationsignificantlycorrelateswiththeriverinput.Thewaterbodyinthebayisreasonablysubjectedtoself-purificationprocesses,suchasvolatilizationtotheatmosphere,biodegradationbymicroorganism,andtransporttotheYellowSeabywaterexchange.TheenvironmentalcapacityofPHsinJiaozhouBayis1500tonsperyearIFtheseawaterqualitycriterion(GradeⅠ/Ⅱ,0.05mgL-1)intheregionistobesatisfied.Thecontributiontoself-purificationbyvolatilization,biodegradation,andtransporttotheYellowSeaaccountsfor48%,28%,and23%,respectively,whichmakethesethreeprocessesthemainwaysofPHspurificationinJiaozhouBay.

简介：Thispaperpresentstwokinematicfailuremechanismsofthree-dimensionalrectangularfootingrestingonhomogeneousundrainedclayfoundationunderuniaxialverticalloadinganduniaxialmomentloading.ThefailuremechanismunderverticalloadingcomprisesaplanestrainPrandtl-typemechanismoverthecentralpartofthelongerside,andthesizeofthemechanismgraduallyreducesattheendsofthelongersideandovertheshortersideasthecornerofrectangularfootingisbeingapproachedwherethedirectionofsoilmotionremainsnormaltoeachcorrespondingsiderespectively.Thefailuremechanismundermomentloadingcomprisesaplanestrainscoopslidingmechanismoverthecentralpartofthelongerside,andtheradiusofscoopslidingmechanismincreaseslinearlyattheendsofthelongerside.Onthebasisofthekinematicfailuremechanismsmentionedabove,theverticalultimatebearingcapacityandtheultimatebearingcapacityagainstmomentormomentultimatebearingcapacityareobtainedbyuseofupperboundlimitanalysistheory.Atthesametime,numericalanalysisresults,Skempton'sresultsandSalgadoetal.'sresultsarecomparedwiththisupperboundsolution.Itshowsthatthepresentedfailuremechanismsandplasticlimitanalysispredictionsarevalidated.Inordertoinvestigatethebehaviorsofundrainedclayfoundationbeneaththerectangularfootingsubjectedtothecombinedloadings,numericalanalysisisadoptedbyvirtueofthegeneral-purposeFEMsoftwareABAQUS,wheretheclayisassumedtoobeytheMohr-Coulombyieldingcriterion.ThefailureenvelopeandtheultimatebearingcapacityareachievedbythenumericalanalysisresultswiththevaryingaspectratiosfromlengthLtobreadthBoftherectangularfooting.ThefailuremechanismsofrectangularfootingwhicharesubjectedtothecombinedverticalloadingVandhorizontalloadingH(VerticalloadingVandmomentloadingM,andhorizontalloadingHandmomentloadingMrespectivelyareobservedinthefiniteelementa