巖土工程單詞

1、一.綜合類1.geotechnicalengineering巖土工程2.foundationengineering基礎(chǔ)工程3.soil,earth土4.soilmechanics土力學(xué)cyclicloading周期荷載unloading卸載reloading再加載viscoelasticfoundation粘彈性地基viscousdamping粘滯阻尼shearmodulus剪切模量5.soildynamics土動(dòng)力學(xué)6.stresspath應(yīng)力路徑7.numericalgeotechanics數(shù)值巖土力學(xué)二.土的分類1.residualsoil殘積土groundwaterlevel地下水位2

2、.groundwater地下水groundwatertable地下水位3.clayminerals粘土礦物4.secondaryminerals次生礦物5.landslides滑坡6.boreholecolumnarsection鉆孔柱狀圖7.engineeringgeologicinvestigation工程地質(zhì)勘察8.boulder漂石三.土的基本物理力學(xué)性質(zhì)23.atterberglimits阿太堡界限 24.degreeofsaturation飽和度25.dryunitweight干重度26.moistunitweight濕重度27.saturatedunitweight飽和重度28.

3、effectiveunitweight有效重度29.density密度30.compactness密實(shí)度 31.maximumdrydensity最大干密度32.optimumwatercontent最優(yōu)含水量33.threephasediagram三相圖34.tri-phasesoil三相土35.soilfraction粒組 36.sieveanalysis篩分37.hydrometeranalysis比重計(jì)分析38.uniformitycoefficient不均勻系數(shù)39.coefficientofgradation級配系數(shù)40.fine-grainedsoil(siltyandclaye

4、y)細(xì)粒土41.coarse-grainedsoil(gravellyandsandy)粗粒土42.unifiedsoilclassificationsystem土的統(tǒng)一分類系統(tǒng)43.asce=americansocietyofcivilengineer美國土木工程師學(xué)會(huì)44.aashto=americanassociationstatehighwayofficials美國州公路官員協(xié)會(huì)45.issmge=internationalsocietyforsoilmechanicsand國際土力學(xué)與巖土工程學(xué)會(huì)geotechnicalengineering6.lowactivity低活性7.sen

5、sitivity靈敏度8.triaxialtest三軸試驗(yàn)12.soilmass土體13.contactstress(pressure)接觸應(yīng)力（壓力）14.concentratedload集中荷載15.asemi-infiniteelasticsolid半無限彈性體16.homogeneous均質(zhì)17.isotropic各向同性18.stripfooting條基19.squarespreadfooting方形獨(dú)立基礎(chǔ)20.underlyingsoil(stratum,strata)下臥層（土）21.deadload=sustainedload恒載持續(xù)荷載22.liveload活載23.sho

6、rttermtransientload短期瞬時(shí)荷載24.long-termtransientload長期荷載25.reducedload折算荷載26.settlement沉降27.deformation變形28.casing套管29.dike=dyke堤（防）30.clayfraction粘粒粒組31.physicalproperties物理性質(zhì)32.subgrade路基六.基坑開挖與降水1excavation開挖（挖方）2dewatering（基坑）降水3failureoffoundation基坑失穩(wěn)4bracingoffoundationpit基坑圍護(hù)5bottomheave=basalh

7、eave（基坑）底隆起6retainingwall擋土墻7pore-pressuredistribution孔壓分布8dewateringmethod降低地下水位法9wellpointsystem井點(diǎn)系統(tǒng)（輕型）10deepwellpoint深井點(diǎn)11vacuumwellpoint真空井點(diǎn)12bracedcuts支撐圍護(hù)13bracedexcavation支撐開挖14bracedsheeting支撐擋板drilled-pierfoundation鉆孔擴(kuò)底墩under-reamedboredpier七.深基礎(chǔ)-deepfoundation1.pilefoundation樁基礎(chǔ)1)castin-p

8、lace灌注樁divingcastingcast-in-placepile沉管灌注樁boredpile鉆孔樁special-shapedcast-in-placepile機(jī)控異型灌注樁pilessetintorock嵌巖灌注樁15.high-risepilecap高樁承臺(tái)16.verticalultimateupliftresistanceofsinglepile單樁抗拔極限承載力17.silentpiling靜力壓樁18.upliftpile抗拔樁 19.anti-slidepile抗滑樁20.pilegroups群樁21.efficiencyfactorofpilegroups群樁效率系數(shù)

9、（）22.efficiencyofpilegroups群樁效應(yīng)23.dynamicpiletesting樁基動(dòng)測技術(shù)24.finalset最后貫入度25.dynamicloadtestofpile樁動(dòng)荷載試驗(yàn)26.pileintegritytest樁的完整性試驗(yàn)27.pilehead=butt樁頭28.piletip=pilepoint=piletoe樁端（頭）29.pilespacing樁距30.pileplan樁位布置圖31.arrangementofpiles=pilelayout樁的布置32.groupaction群樁作用 33.endbearing=tipresistance樁端阻3

10、4.skin(side)friction=shaftresistance樁側(cè)阻35.pilecushion樁墊36.piledriving(byvibration)（振動(dòng)）打樁37.pilepullingtest拔樁試驗(yàn) 38.pileshoe樁靴39.pilenoise打樁噪音40.pilerig打樁機(jī)19.vacuumpreloading真空預(yù)壓法20.sandwick袋裝砂井21.geofabric,geotextile土工織物22.compositefoundation復(fù)合地基23.reinforcementmethod加筋法24.dewateringmethod降低地下水固結(jié)法25.

11、freezingandheating冷熱處理法26.expansivegroundtreatment膨脹土地基處理27.groundtreatmentinmountainarea山區(qū)地基處理28.collapsibleloesstreatment濕陷性黃土地基處理29.artificialfoundation人工地基30.naturalfoundation天然地基31.pillow褥墊32.softclayground軟土地基33.sanddrain砂井34.rootpile樹根樁35.plasticdrain塑料排水帶36.replacementratio（復(fù)合地基）置換率九.固結(jié)conso

12、lidation1.terzzaghisconsolidationtheory太沙基固結(jié)理論2.barraonsconsolidationtheory巴隆固結(jié)理論3.biotsconsolidationtheory比奧固結(jié)理論4.overconsolidationration(ocr)超固結(jié)比5.overconsolidationsoil超固結(jié)土十.抗剪強(qiáng)度shearstrength1.undrainedshearstrength不排水抗剪強(qiáng)度2.residualstrength殘余強(qiáng)度3.long-termstrength長期強(qiáng)度4.peakstrength峰值強(qiáng)度5.shearstrain

13、rate剪切應(yīng)變速率6.dilatation剪脹7.effectivestressapproachofshearstrength剪脹抗剪強(qiáng)度有效應(yīng)力法8.totalstressapproachofshearstrength抗剪強(qiáng)度總應(yīng)力法9.mohr-coulombtheory莫爾庫侖理論10.angleofinternalfriction內(nèi)摩擦角11.cohesion粘聚力12.failurecriterion破壞準(zhǔn)則13.vanestrength十字板抗剪強(qiáng)度14.unconfinedcompression無側(cè)限抗壓強(qiáng)度15.effectivestressfailureenvelop有效應(yīng)

14、力破壞包線16.effectivestressstrengthparameter有效應(yīng)力強(qiáng)度參數(shù)十二.地基承載力-bearingcapacityoffoundationsoil1.punchingshearfailure沖剪破壞2.generalshearfailure整體剪切破化3.localshearfailure局部剪切破壞4.stateoflimitequilibrium極限平衡狀態(tài)5.criticaledgepressure臨塑荷載6.stabilityoffoundationsoil地基穩(wěn)定性7.ultimatebearingcapacityoffoundationsoil地基極限

15、承載力8.allowablebearingcapacityoffoundationsoil地基容許承載力十四.土坡穩(wěn)定分析-slopestabilityanalysis1.angleofrepose休止角2.bishopmethod畢肖普法3.safetyfactorofslope邊坡穩(wěn)定安全系數(shù)4.felleniusmethodofslices費(fèi)紐倫斯條分法5.swedishcirclemethod瑞典圓弧滑動(dòng)法6.slicesmethod條分法十六.板樁結(jié)構(gòu)物-sheetpilestructure1.steelsheetpile鋼板樁2.reinforcedconcretesheetpil

16、e鋼筋混凝土板樁3.steelpiles鋼樁4.woodensheetpile木板樁5.timberpiles木樁十八.土的動(dòng)力性質(zhì)-dynamicpropertiesofsoils1.dynamicstrengthofsoils動(dòng)強(qiáng)度2.wavevelocitymethod波速法3.materialdamping材料阻尼4.geometricdamping幾何阻尼5.dampingratio阻尼比6.initialliquefaction初始液化7.naturalperiodofsoilsite地基固有周期8.dynamicshearmodulusofsoils動(dòng)剪切模量9.dynamicm

17、agnificationfactor動(dòng)力放大因素10.liquefactionstrength抗液化強(qiáng)度11.dimensionlessfrequency無量綱頻率12.evaluationofliquefaction液化勢評價(jià)13.stresswaveinsoils土中應(yīng)力波14.dynamicsettlement振陷（動(dòng)沉降）二十.地基基礎(chǔ)抗震1.earthquakeengineering地震工程2.soildynamics土動(dòng)力學(xué)3.durationofearthquake地震持續(xù)時(shí)間4.earthquakeresponsespectrum地震反應(yīng)譜5.earthquakeintensi

18、ty地震烈度6.earthquakemagnitude震級7.seismicpredominantperiod地震卓越周期8.maximu二十二.原位測試1.standardpenetrationtest(spt)標(biāo)準(zhǔn)貫入試驗(yàn)2.surfacewavetest(swt)表面波試驗(yàn)3.dynamicpenetrationtest(dpt)動(dòng)力觸探試驗(yàn)4.staticconepenetration(spt)靜力觸探試驗(yàn)5.plateloadingtest靜力荷載試驗(yàn)6.lateralloadtestofpile單樁橫向載荷試驗(yàn)7.staticloadtestofpile單樁豎向荷載試驗(yàn)8.cros

19、s-holetest跨孔試驗(yàn)9.screwplatetest螺旋板載荷試驗(yàn)10.pressuremetertest旁壓試驗(yàn)11.lightsounding輕便觸探試驗(yàn)12.deepsettlementmeasurement深層沉降觀測13.vanesheartest十字板剪切試驗(yàn)14.fieldpermeabilitytest現(xiàn)場滲透試驗(yàn)15.in-situporewaterpressuremeasurement原位孔隙水壓量測16.in-situsoiltest原位試驗(yàn)maccelerationofearthquake地震最大加速度19.dynamicsimpleshear動(dòng)單剪20.fre

20、e（resonance）vibrationcolumntest自(共)振柱試驗(yàn)9.cobble卵石10.gravel砂石11.gravellysand礫砂12.coarsesand粗砂13.mediumsand中砂14.finesand細(xì)砂15.siltysand粉土16.clayeysoil粘性土17.clay粘土18.siltyclay粉質(zhì)粘土19.silt粉土20.sandysilt砂質(zhì)粉土21.clayeysilt粘質(zhì)粉土22.saturatedsoil飽和土23.unsaturatedsoil非飽和土24.fill(soil)填土25.overconsolidatedsoil超固結(jié)土

21、26.normallyconsolidatedsoil正常固結(jié)土27.underconsolidatedsoil欠固結(jié)土28.zonalsoil區(qū)域性土29.softclay軟粘土30.expansive(swelling)soil膨脹土31.peat泥炭32.loess黃土 33.frozensoil凍土四.滲透性和滲流1.darcyslaw達(dá)西定律2.piping管涌3.flowingsoil流土4.sandboiling砂沸5.flownet流網(wǎng)6.seepage滲透（流）7.leakage滲流8.seepagepressure滲透壓力9.permeability滲透性10.seepag

22、eforce滲透力11.hydraulicgradient水力梯度12.coefficientofpermeability滲透系數(shù)五.地基應(yīng)力和變形1.softsoil軟土2.(negative)skinfrictionofdrivenpile打入樁（負(fù)）摩阻力3.effectivestress有效應(yīng)力4.totalstress總應(yīng)力5.fieldvaneshearstrength十字板抗剪強(qiáng)度9.foundationdesign基礎(chǔ)設(shè)計(jì)10.recompaction再壓縮11.bearingcapacity承載力33.well-gradedsoil級配良好土34.poorly-gradeds

23、oil級配不良土35.normalstresses正應(yīng)力36.shearstresses剪應(yīng)力37.principalplane主平面38.major(intermediate,minor)principalstress最大（中、最小）主應(yīng)力39.mohr-coulombfailurecondition摩爾-庫侖破壞條件40.fem=finiteelementmethod有限元法41.limitequilibriummethod極限平衡法42.porewaterpressure孔隙水壓力43.preconsolidationpressure先期固結(jié)壓力44.modulusofcompressi

24、bility壓縮模量45.coefficentofcompressibility壓縮系數(shù)46.compressionindex壓縮指數(shù)47.swellingindex回彈指數(shù)48.geostaticstress自重應(yīng)力49.additionalstress附加應(yīng)力50.totalstress總應(yīng)力51.finalsettlement最終沉降52.slipline滑動(dòng)線rammedbulbpile夯擴(kuò)樁2)belle3)precastconcretepile預(yù)制混凝土樁4)steelpile鋼樁steelpipepile鋼管樁steelsheetpile鋼板樁5)prestressedconcr

25、etepile預(yù)應(yīng)力混凝土樁prestressedconcretepipepile預(yù)應(yīng)力混凝土管樁2.caissonfoundation沉井（箱）3.diaphragmwall地下連續(xù)墻截水墻4.frictionpile摩擦樁5.end-bearingpile端承樁6.shaft豎井；樁身7.waveequationanalysis波動(dòng)方程分析8.pilecaps承臺(tái)（樁帽）9.bearingcapacityofsinglepile單樁承載力10.lateralpileloadtest單樁橫向載荷試驗(yàn)11.ultimatelateralresistanceofsinglepile單樁橫向極限承

26、載力12.staticloadtestofpile單樁豎向靜荷載試驗(yàn)13.verticalallowableloadcapacity單樁豎向容許承載力14.lowpilecap低樁承臺(tái)dpierfoundation鉆孔墩基礎(chǔ)八.地基處理-groundtreatment1.technicalcodeforgroundtreatmentofbuilding建筑地基處理技術(shù)規(guī)范2.cushion墊層法3.preloading預(yù)壓法4.dynamiccompaction強(qiáng)夯法5.dynamiccompactionreplacement強(qiáng)夯置換法6.vibroflotationmethod振沖法7.sa

27、nd-gravelpile砂石樁8.gravelpile(stonecolumn)碎石樁9.cement-flyash-gravelpile(cfg)水泥粉煤灰碎石樁10.cementmixingmethod水泥土攪拌樁11.cementcolumn水泥樁12.limepile(limecolumn)石灰樁13.jetgrouting高壓噴射注漿法14.rammed-cement-soilpile夯實(shí)水泥土樁法15.lime-soilcompactionpile灰土擠密樁lime-soilcompactedcolumn灰土擠密樁limesoilpile灰土擠密樁16.chemicalstabi

28、lization化學(xué)加固法17.surfacecompaction表層壓實(shí)法18.surchargepreloading超載預(yù)壓法6.excessporewaterpressure超孔壓力7.multi-dimensionalconsolidation多維固結(jié)8.one-dimensionalconsolidation一維固結(jié)9.primaryconsolidation主固結(jié)10.secondaryconsolidation次固結(jié)11.degreeofconsolidation固結(jié)度12.consolidationtest固結(jié)試驗(yàn)13.consolidationcurve固結(jié)曲線14.time

29、factortv時(shí)間因子15.coefficientofconsolidation固結(jié)系數(shù)16.preconsolidationpressure前期固結(jié)壓力17.principleofeffectivestress有效應(yīng)力原理18.consolidationunderk0conditionk0固結(jié)十一.本構(gòu)模型-constitutivemodel1.elasticmodel彈性模型2.nonlinearelasticmodel非線性彈性模型3.elastoplasticmodel彈塑性模型4.viscoelasticmodel粘彈性模型5.boundarysurfacemodel邊界面模型6.

30、duncan-changmodel鄧肯張模型7.rigidplasticmodel剛塑性模型8.capmodel蓋帽模型9.worksoftening加工軟化10.workhardening加工硬化11.cambridgemodel劍橋模型12.idealelastoplasticmodel理想彈塑性模型13.mohr-coulombyieldcriterion莫爾庫侖屈服準(zhǔn)則14.yieldsurface屈服面15.elastichalf-spacefoundationmodel彈性半空間地基模型16.elasticmodulus彈性模量17.winklerfoundationmodel文克

31、爾地基模型十三.土壓力-earthpressure1.activeearthpressure主動(dòng)土壓力2.passiveearthpressure被動(dòng)土壓力3.earthpressureatrest靜止土壓力4.coulombsearthpressuretheory庫侖土壓力理論5.rankinesearthpressuretheory朗金土壓力理論十五.擋土墻-retainingwall1.stabilityofretainingwall擋土墻穩(wěn)定性2.foundationwall基礎(chǔ)墻3.counterretainingwall扶壁式擋土墻4.cantileverretainingwall

32、懸臂式擋土墻5.cantileversheetpilewall懸臂式板樁墻6.gravityretainingwall重力式擋土墻7.anchoredplateretainingwall錨定板擋土墻8.ancho十七.淺基礎(chǔ)-shallowfoundation1.boxfoundation箱型基礎(chǔ)2.mat(raft)foundation片筏基礎(chǔ)3.stripfoundation條形基礎(chǔ)4.spreadfooting擴(kuò)展基礎(chǔ)5.compensatedfoundation補(bǔ)償性基礎(chǔ)6.bearingstratum持力層7.rigidfoundation剛性基礎(chǔ)8.flexiblefoundati

33、on柔性基礎(chǔ)9.embeddeddepthoffoundation基礎(chǔ)埋置深10.netfoundationpressure基底附加應(yīng)力11.structure-foundation-soilinteractionanalysis上部結(jié)構(gòu)基礎(chǔ)地基共同作用分析12dsheetpilewall錨定板板樁墻十九.動(dòng)力機(jī)器基礎(chǔ)1.equivalentlumpedparametermethod等效集總參數(shù)法2.dynamicsubgradereactionmethod動(dòng)基床反力法3.vibrationisolation隔振4.foundationvibration基礎(chǔ)振動(dòng)5.elastichalf-sp

34、acetheoryoffoundationvibration基礎(chǔ)振動(dòng)彈性半空間理論6.allowableamplitudeoffoundation基礎(chǔ)振動(dòng)容許振幅7.naturalfrequencyoffoundation基礎(chǔ)自振頻率二十一.室內(nèi)土工實(shí)驗(yàn)1.highpressureconsolidationtest高壓固結(jié)試驗(yàn)2.consolidationunderk0conditionk0固結(jié)試驗(yàn)3.fallingheadpermeability變水頭試驗(yàn)4.constantheadpermeability常水頭滲透試驗(yàn)5.unconsolidated-undrainedtriaxialte

35、st不固結(jié)不排水試驗(yàn)(uu)6.consolidatedundrainedtriaxialtest固結(jié)不排水試驗(yàn)(cu)7.consolidateddrainedtriaxialtest固結(jié)排水試驗(yàn)(cd)8.compactiontest擊實(shí)試驗(yàn)9.consolidatedquickdirectsheartest固結(jié)快剪試驗(yàn)10.quickdirectsheartest快剪試驗(yàn)11.consolidateddraineddirectsheartest慢剪試驗(yàn)12.sieveanalysis篩分析13.geotechnicalmodeltest土工模型試驗(yàn)14.centrifugalmodelt

36、est離心模型試驗(yàn)15.directshearapparatus直剪儀16.directsheartest直剪試驗(yàn)17.directsimplesheartest直接單剪試驗(yàn)18.dynamictriaxialtest三軸試驗(yàn) 蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁

37、聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿

38、羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆

39、羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖

40、袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈

41、螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆

42、螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃

43、肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻

44、肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈

45、羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆

46、袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃

47、襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁

48、螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈

49、膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊

50、聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀

51、羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈

52、羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅

53、袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃

54、螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇螂羆肆芆裊蝿莄蒞薄羅芀莄蚇螇膆莄蝿羃肂莃薈螆肈莂蟻肁莇莁螃襖芃莀裊聿腿荿薅袂肅蒈蚇肈羈蒈螀袁艿蕆葿肆芅蒆螞衿膁蒅螄膄肇蒄袆羇莆蒃薆螀節(jié)蒂蚈羅膈薂螁螈肄薁蒀羄羀薀薃螇莈蕿螅羂芄薈袇裊膀薇薇肀肆薆蠆袃蒞薆螁聿芁蚅襖袁膇蚄薃肇肅芀蚆袀罿芀袈膅莈艿薈羈芄羋蝕膄膀芇