简介：摘要：随着城市建设的快速发展，城市建设用地的局限性，复杂地质条件给深基坑支护工程带来了诸多挑战。本文以横琴口岸D2区裙楼基坑施工为例，采用密排灌注桩做为支护桩+内支撑的支护结构，被动区采用格栅式水泥搅拌桩进行土体加固，止水帷幕采用桩间三管高压旋喷桩+桩后三轴搅拌桩的形式，完美解决了复杂地质环境条件下深基坑施工的难题。

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简介：Athree-dimensionalrigidbodyontheshapeofaparallelepipedismodelledinordertorockonasideoravertexofthebase,inordertoevaluatetheseismicresponseofrigidblockslyingonahorizontalsupport.Thecenterofmassofthebodyisconsideredaseccentricwithrespecttoitsgeometriccenter.Asseismicinput,threeItalianrecordedaccelerograms,withdifferentspectralcontent,areused.Thestudyismainlyconductedtohighlightthedifferencesbetweentheseismicresponseof2Dand3Dmodelsofrigidblocks,withtheaimtounderstandif,insomecases,theuseofthe3Dmodelofrigidblockisrequiredtoobtainsaferresults.Infact,theoutcomesshowthatinsomerangesofthegeometricalandmechanicalparametersthatcharacterizetheexcitationandthebody,atwo-dimensionalmodel,whichisnotabletoconsiderthe3Drockingonavertex,canprovideunsaferesults.Inparticular,itisfoundthattheoverturningprocessofthethree-dimensionalblockcanoccurunderexcitationswhicharelowerthanthosewhichoverturnacorrespondingtwo-dimensionalblock.

简介：三维(3D)陆地开发和利用为在当前的宗主国的城市的计划成为了趋势。这份报纸为造从调查的地籍图的管理系统与SketchUp计划的3D论述一个方法。它专注于几何表示和3D的拓扑的一致维护地籍图的目标。在这个系统，一个完全的拓扑的模型被造在3D性质单位之中表示身体构造和空间关系。SketchUp被用来自动地从2D调查计划与属性和题目的信息构造3D模型。空间topologic关系和操作与红宝石语言的编程和开发被分析。产生系统能管理3D地籍图的目标并且与空间操作利用他们支持空间分析。

简介：DevelopedatColoradoStateUniversity,CASC2D-SEDisaphysically-basedmodelsimulatingthehydrologicresponseofawatershedtoadistributedrainfallfield.Thetime-dependentprocessesinclude:precipitation,interception,infiltration,surfacerunoffandchannelrouting,uplanderosion,transportandsedimentation.CASC2D-SEDisappliedtoGoodwinCreek,Mississippi.Thewatershedcovers21km2andhasbeenextensivelymonitoredbothattheoutletandatseveralinternallocationsbytheARS-NSLatOxford,MS.Themodelhasbeencalibratedandvalidatedusingrainfalldatafrom16meteorologicalstations,6streamgaugingstationsand6sedimentgaugingstations.Sedimenterosion/depositionratesbysizefractionarepredictedbothinspaceandtime.Geovisualization,apowerfuldataexplorationtechniquebasedonGIStechnology,isusedtoanalyzeanddisplaythedynamicoutputtimeseriesgeneratedbytheCASC2D-SEDmodel.

简介：A2D为水动力学，沉积运输和河的平均深度的模型词法调整被介绍。沉积运输submodel考虑不一致的沉积，床表面armoring，水流带来的碎石运输的方向上的第二等的流动的影响，和河床的横向的斜坡。河岸侵蚀submodel为在degradational或沉积的床进化期间更新河岸几何学合并一个简单模拟方法。模型被用于180灲祬椠据敲獡摥戠??‰楴敭?湡?桴?敭楤湡搠慩敭整?景戠摥氠慯?湩牣慥敳?祢㈠木‰楴敭s

简介：Aseriesofidealizedmodelsimulationsareanalyzedtodeterminethesensitivityofmodelresultstodifferentconfigurationsofthelateralboundaryconditions(LBCs)insimulatingmesoscaleshallowconvectionoverhillyterrain.Inthesimulationswithsteadythermalforcingatthemodelsurface,aradiationconditionatbothboundariesisthebestchoiceunderhighwindconditions,andthebestresultsareproducedwhenboththenormalvelocitiesandthetemperaturearetreatedwiththeradiationschemeinwhichthephasespeedisthesamefordifferentvariables.Whenthebackgroundwindspeedisreasonablysmall,theLBCconfigurationwitheithertheradiationorthezerogradientconditionatbothboundariestendstomakethenumericalsolutionunstable.Thechoiceofaconstantconditionattheinflowboundaryandaradiationoutflowboundaryconditionisappropriateinmostcases.Inthesimulationswithdiurnalthermalforcingatthemodelsurface,differentLBCschemesarecombinedtogethertoreducespurioussignalsinducedbytheoutflowboundary.Aspecificationinflowboundarycondition,inwhichthevelocityfieldsattheinflowboundaryareprovidedusingthetime-dependentresultsofasimulationwithperiodicLBCsoveraflatdomain,istestedandtheresultsindicatethatthespecificationconditionattheinflowboundarymakesitpossibletouseasmallermodeldomaintoobtainreasonableresults.Themodelhorizontaldomainlengthshouldbegreaterthanacriticallength,whichdependsonthedomaindepthHandtheanglebetweengravitywavephaselinesandthevertical.Anestimateofminimumdomainlengthisgivenby[(H-zi)/πU]√N2L2x-4π2U2,whereNandUarethebackgroundstabilityandwindspeed,respectively,Lxisthetypicalgravitywavelengthscale,andziistheconvectiveboundarylayer(CBL)depth.

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简介：Astochastictwo-dimensionalFornasini-Marchesini'sModelⅡ(2-DFMMⅡ)withmultiplicativenoiseisgiven,andafilteringalgorithmforthismodel,whichisoptimalinthesenseoflinearminimum-variance,isdeveloped.Thestochastic2-DFMMⅡwithmultiplicativenoisecanbereducedtoa1-Dmodel,andtheproposedoptimalfilteringalgorithmforthestochastic2-DFMMⅡwithmultiplicativenoiseisobtainedbyusingthestateestimationtheoryof1-Dsystems.Anexampleisgiventoillustratethevalidityofthisalgorithm.

简介：Inthisstudy,thecombinedactionsofwavesandtidalcurrentsinestuarineandcoastalareasareconsideredanda2Dmathematicalmodelforsedimenttransportbywavesandtidalcurrentshasbeenestablishedinorthogonalcurvilinearcoordinates.Non-equilibriumtransportequationsofsuspendedloadandbedloadareusedinthemodel.Theconceptofbackgroundconcentrationisintroduced,andtheformulaofsedimenttransportcapacityoftidalcurrentsfortheOujiangRiverestuaryisobtained.TheDouGuorenformulaisemployedforthesedimenttransportcapacityofwaves.SedimenttransportcapacityintheformofmudandtheintensityofbacksiltingarecalculatedbyuseofLuoZaosen'sformula.Thecalculatedtidalstagesareingoodagreementwiththefielddata,andthecalculatedvelocitiesandflowdirectionsof46verticallinesfor8crosssectionsarealsoingoodagreementwiththemeasureddata.Onsuchabasis,simulationsofbacksiltingafterexcavationofthewaterwaywithasandbarundercomplicatedboundaryconditionsinthenavigationchannelinducedbysuspendedload,bedloadandmudbywavesandtidalcurrentsarediscussed.

简介：Inthispaper,ahorizontal2-Dnumericalmodelhasbeendevelopedtosimulateflowprocessesindikeburst.Thefinitedifferencemethodisusedincomputation.Themodelemploys2-Dflowequationsandcansimulatecomplexflowswhensupercriticalflowandsub-criticalflowexistsimultaneouslysuchashydraulicjumps.Severalsimulatedresultsareworkedouttodemonstratetheapplicabilityofthenumericalmodel,suchasfloodpropagationonadrybedofacomplexterrain.

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简介：Inthispaper,thefocusedwavegroupswithdifferentparametersandtheiractionsonaverticalcylinderareexperimentallystudied.Theharmonicwavecharacteristicsofthefocusingwavesareanalyzedbytheadditionandsubtractionofthecrestandtroughfocusingwaves.Theanalyzedresultsshowthathigherorderharmonicscanbegeneratedbecauseoftheinteractionofcomponentwaves.Nonlinearityincreaseswiththeinputtedwaveamplitudeandthefrequencywidthincrement.Further,thewaverun-uparoundtheverticalcircularcylinderisexperimentallystudied.Itincreaseswiththewavesteepnessandtherelativecylinderdiameterincrease.However,thevariationsofwaverun-uparoundthecircularcylinderaredifferent.Theresearchesprovideareferenceforfurthernumericalstudies.

简介：ThecrookedseismiclinesalongvalleyswereirregularpreviouslyinFuxianofShanbei,showinganirregularbranchinplane,andhardtocompleteclosegrids.Therefore,it'sdifficulttoconductreservoirinversionof2Dseismicdata.In2001,ZhongyuanOilfieldCompanycarriedoutthestudyonfieldacquisitionmethodsandseismicprocessingtechnologyinFuxian.Straightlineswerepassingthroughplateausandformedseismicgridsbyusingflexiblegeometrywithvariablelinearbins.Dataprocessinginvolvedmodel-inversionbasedrefractionstaticcorrection,surfaceconsistentamplitudecompensation,deconvolution,andpre-stacknoiseattenuation.Astheresult,seismicdatawithahighfidelitywasprovidedforthesubsequentreservoirpredictions,small-amplitudestructureinterpretationandintegrativegeologicstudy.Becausealllineswerejointedtoformgrids,comprehensiveinterpretationofreservoirinversioncouldbefinallyimplementedbyusingthepseudologgingmethodtocontrollineswithoutwells.

简介：一个方法被建议在设计实践为使用估计地震soil-structure-interaction(SSI)效果。它对受到的2D结构适用垂直地事件砍波浪由同质的一半空间支持了。自从它保留简洁，方法是吸引人的光谱途径，克服一些困难和存在古典技术的不确，然而，它考虑身体上一致的刺激。简洁的这水平通过回答被完成能被用于免费地的5%阻尼反应系列产出设计的系列修正因素光谱考虑散布运动的纵标由相互作用效果介绍了。修正因素在结构的相对排水量和免费地的运动之间的转移功能(TF)是代表性的，它以它的最大的振幅被描述并且联系了频率。由练习工程师计算修正因素的表情被建议用实际结构的576盒子代表在参量的研究之上基于。方法在跨越大量普通基本颤动时期的10种情况中被测试。

简介：地震数据规则化是地震信号处理中一个重要步骤,近年来受到广泛关注的压缩感知技术已经被应用到地震数据规则化中。压缩感知技术突破了传统的Shannon-Nyqiust采样定理的限制,可以用采集的少量地震数据重构完整数据。基于压缩感知技术的地震数据规则化质量主要受三个因素影响,除了受地震信号在不同变换域的稀疏表达和11范数重构算法的影响外,极大地取决于地震道随机稀疏采样方式。尽管已有学者开展了2D地震数据离散均匀分布随机采样方式研究,但设计新的稀疏采样方案仍然很有必要。在本文中,我们提出满足Bernoulli分布规律的Bernoulli随机稀疏采样方式和它的抖动形式。对2D数值模拟数据进行四种随机稀疏采样方案和两种变换（Fourier变换和Curvelet变换）实验,对获取的不完整数据应用11范数谱投影梯度算法（SPGL1）进行重构。考虑到不同随机种子点产生不同约束矩阵R会有不同的规则化质量,对每种方案和每个稀疏采样因子进行10次规则化实验,并计算出相应信噪比（SNR）的平均值和标准偏差。实验结果表明,我们提出的新方案好于或等于已有的离散均匀分布采样方案。

简介：Inthispaper,weproposeanearlyanalyticexponentialtimedifference(NETD)methodforsolvingthe2Dacousticandelasticwaveequations.Inthismethod,weusethenearlyanalyticdiscreteoperatortoapproximatethehigh-orderspatialdifferentialoperatorsandtransformtheseismicwaveequationsintosemi-discreteordinarydifferentialequations(ODEs).Then,theconvertedODEsystemissolvedbytheexponentialtimedifference(ETD)method.WeinvestigatethepropertiesofNETDindetail,includingthestabilityconditionfor1-Dand2-Dcases,thetheoreticalandrelativeerrors,thenumericaldispersionrelationforthe2-Dacousticcase,andthecomputationalefficiency.Inordertofurthervalidatethemethod,weapplyittosimulatingacoustic/elasticwavepropagationinmultilayermodelswhichhavestrongcontrastsandcomplexheterogeneousmedia,e.g.,theSEGmodelandtheMarmousimodel.Fromourtheoreticalanalysesandnumericalresults,theNETDcansuppressnumericaldispersioneffectivelybyusingthedisplacementandgradienttoapproximatethehigh-orderspatialderivatives.Inaddition,becauseNETDisbasedonthestructureoftheLiegroupmethodwhichpreservesthequantitativepropertiesofdifferentialequations,itcanachievemoreaccurateresultsthantheclassicalmethods.

简介：ＴＨＥ２－ＤＮＵＭＥＲＩＣＡＬＳＴＵＤＹＯＮＴＨＥＰＲＩＮＣＩＰＬＥＳＯＦＲＡＩＮ－ＥＮＨＡＮＣＥＭＥＮＴＡＮＤＨＡＩＬ－ＳＵＰＰＲＥＳＳＩＯＮＩＮＣＯＮＶＥＣＴＩＶＥＣＬＯＵＤＳＭａｏＹｕｈｕａ（毛玉华）ａｎｄＨｕＺｈｉｊｉｎ（胡志晋）ＴＨＥ２－Ｄ...

简介：叠前深度偏移和偏移速度分析是复杂构造成像处理中两个相互依赖且不可分离的过程。一方面。叠前深度偏移是使地下复杂构造精确成像的惟一途径。而叠前深度偏移需要一精确的速度模型；另一方面，因为叠前深度偏移对速度非常敏感。偏移后资料的剩余曲率提供了指示偏移速度正确与否的信息，可以作为偏移速度分析的工具。利用2D波动方程叠前深度偏移抽取共成像点的偏移距道集，通过分析共成像点道集的剩余时差与偏移速度误差之间的关系。给出了基于地质层位约束的迭代剖面偏移剩余速度分析方法，并用一个合成数据实例验证了该方法的有效性。

简介：FLATModel是包含几原版的有限的卷代码接近改进碎片流动模拟的2D。第一，FLATModel在每个房间合并一种定期而不断被迫停的技术允许碎片流动团的连续倒塌和动员。第二，流动速度并且因而，收益应力直接与流变学的类型被联系改善边界精确性。第三，为乘火车的一条简单途径也在模型被包括分析碎片流动的基础侵蚀的效果。FLATMODEL在发生在东方比利牛斯山脉的几个事件被测试，模拟结果显示模型能代表在这块地里观察的不同特征相当好。