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WhatistheFutureforSlopeStabilityAnalysis?
(AreWeApproachingtheLimitsofLimitEquilibriumAnalyses?)Introduction
LimitEquilibriummethodsofsliceshavebeen“Good”forthegeotechnicalengineeringprofessionsincethemethodshaveproducedfinancialbenefitEngineersareoftensurprisedattheresultstheyareabletoobtainfromLimitEquilibriummethodsSoWhyChange?ThereareFundamentalLimitationswithLimitEquilibriumMethodsofSlices??TheboundariesforaFREEBODYDIAGRAMarenotknown-TheSHAPEfortheslipsurfacemustbeassumedTheLOCATIONofthecriticalslipsurfacemustbe foundbyTRIALandERRORSHAPEandLOCATIONarethedrivingforceforaparadigmshift
ObjectivesofthisPresentation:ToshowthegradualchangethatisemerginginthewaythatslopestabilityanalysescanbeundertakenToillustratethebenefitsassociatedwithimprovedproceduresfortheassessmentofstressesinaslopeOutlineofPresentationProvideabriefSummaryofcommonLimitEquilibriummethodsalongwiththeirlimitations(2-D&3-D)Takethe
FIRST
stepforwardthroughuseofanindependentstressanalysisTaketheSECONDstepforwardthroughuseofOptimizationTechniquesIsaLimitEquilibriumAnalysisanUpperBoundorLowerBoundSolution?LimitEquilibriumMethodsprimarilysatisfytherequirementsofanupperboundtypeofsolutionReason:theshape
ofslipsurfaceisselectedbytheanalystandtherebyadisplacementboundaryconditionisimposedLimitEquilibriumandFiniteElementBasedMethodsofAnalysesWWWWWWWWNLimitEquilibriumMethodofAnalysisSm=tadldlsndlFiniteElementBased
MethodofAnalysisldtadlQUESTION:HowcantheNormalStressatthebaseofaslicebemostaccuratelycomputed?ConsidertheFreeBodyDiagramsusedtocalculatetheNormalStress?AssumptionforallLimitEquilibriumAnalysisSoilsbehaveasMohr-Coulombmaterials
(i.e.,friction,f',andcohesion,c')Factorofsafety,Fs,forthecohesivecomponentisequaltothefactorofsafetyforthefrictionalcomponentFactorofsafetyisthesameforallslices()[]msnsSFuFc=-+bfsb'tan'SummaryofAvailableEquationsAssociatedwithaLimitEquilibriumAnalysisEquations(knowns): QuantityMomentequilibrium nVerticalforceequilibrium nHorizontalforceequilibrium nMohr-Coulombfailurecriterion n
4nUnknowns:
QuantityTotalnormalforceatbaseofslice nShearforceatthebaseofslice,Sm nInterslicenormalforce,E n-1Intersliceshearforce,X n-1Pointofapplicationofintersliceforce,E n-1Pointofapplicationofnormalforce nFactorofsafety,Fs 1
6n-2SummaryofUnknownsAssociatedwithaLimitEquilibriumAnalysisOneFsperslidingmassForcesActingonEachSliceFocusonSmbyxSmXREREXLSlipsurfaceGround
surfaceWhRN
=snbbfNLPhreaticlineMobilizedShearForce,Sm
for
Saturated-UnsaturatedSoils()[]()swasansmFuuFuFcSbfbfsbbtan'tan'-+-+=Onlynewvariablerequiredforsolvingsaturated-unsaturatedsoilsproblemsistheshearforcemobilizedφb
=Frictionanglewithrespecttomatricsuctionua=Pore-airpressureuw
=Pore-waterpressure[]Momentequilibrium,Fm:Forceequilibrium,Ff:???-?t?yü???íì÷÷????è?-+=NfWx'tanR'tantanuNR'cFbwmfffbb??tyü?íì÷÷????è?-+=aafffbabsincos'tan'tantancos'NuNcFbwfPore-airpressuresareassumedtobezerogaugeNormalforceatbaseofslice:LimitEquilibriummethodsdifferintermsofhow(XR-XL)iscomputedandoverallstaticssatisfiedLimitEquilibriumproblemisindeterminate:Canapplyanassumption(Historicalsolution)Canutilizeadditionalphysics(Futuresolution)()FFuFcXXWNbwLR'tansincostansinsin'faafabab++---=sxbaArea=Interslice
normalforce(E)widthofslice,bsxtxysyDistance(m)Elevation
(m)txybaArea=Interslice
shearforce(X)Vertical
sliceDistance(m)Elevation
(m)ò=baxydyXtò=baxdyEsStressesontheBoundaryBetweenSlicesMorgenstern&Price,1965SummaryofLimitEquilibriumMethodsandAssumptionsMethod
EquilibriumSatisfied
Assumptions
Ordinary
Moment,tobase
EandX=0
Bishop’sSimplified
Vertical,Moment
Eishorizontal,X=0
Janbu’sSimplified
Vertical,Horizontal
Eishorizontal,X=0,empiricalcorrectionfactor,f0,accountsforintersliceshearforces
Janbu’sGeneralized
Vertical,Horizontal
Eislocatedbyanassumedlineofthrust
Spencer
Vertical,Horizontal,Moment
ResultantofEandXareofconstantslope
ForcesActingonOneSliceinOrdinaryorConventionalMethodhWbbaN=sb
nNSmForcesActingonOneSliceinBishop’sSimplifiedandJanbu’sSimplifiedMethods
hWbbaN=sb
nNSmERELSummaryofLimitEquilibriumMethodsandAssumptionsDirectionofXandEistheaverageofthegroundsurfaceslopeandtheslopeatthebaseofasliceVerticalHorizontalLoweandKarafiathDirectionofXandEisparalleltothegroundVerticalHorizontalCorpsofEngineersDirectionofEandXisdefinedbyanarbitraryfunction.PercentofthefunctionrequiredtosatisfymomentandforceequilibriumiscalledλVerticalHorizontalMomentMorgenstern-Price,GLEAssumptionsEquilibriumSatisfiedMethod
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Element
Analysis
for
StressesLimit
Equilibrium
AnalysissntmMo柴hr震C封ir可cl飛etmIM聯(lián)PO垃RT況:Ac倦ti囑ngNo嚷rm肺al召S隊tr洗es敘sAc途tu眠at墨in狼gSh趕ea驕r誤St荒re世ssLi嘩mi娘t仿Eq菜ui呢li趨br嫁iu低m紀An奮al包ys你isFi銀ni趴te霸E跟le婦me葛nt竊A鎖na句ly壇si鋸s嘗fo泊r患St熱re泳ss征esBi仔sh始op夠(追19別52辭)炒-跟st峰re乓ss秋es景f在ro熄m欠Li義mi而t雄Eq故ui拆li洗br圈iu少m顆me介th身od今sdo馳n適ot紛a說gr薪ee滔w嘴it垮h雕ac臣tu哭al券s橡oi馳l時st趙re朽ss躍esCl膀ou快gh摘a摟nd捕W怖oo卡dw霸ar打d側(1能96澡7)甜-侄“me恭an忍in伯gf旁ul燥s鞠ta花bi烘li孔ty湖a貓na啄ly驕si宋sca炒n油be召m靜ad虜e夏on墻ly掩i趣f給th伴e嬌st委re泛ss劉d歪is劫tr廉ib黎ut日io誼n究wi撇th撐in蜻t炊he父s別tr疤uc敏tu擔re剃c點an妖b先e亦pr墊ed毯ic獻te耕d陜re廁li慌ab勤ly加”Ku楚lh揪aw滴y(1菜96泉9)現(xiàn)-殺u漁se柴d掩no赤rm也al頁a訴nd幫s養(yǎng)he托ar最s因tr割es伐se軋s鏡fr扎om刮a竭l湯in腐ea久r腳el慮as勞ti青c較an樂al黎ys執(zhí)is農t弱o博co屠m(xù)p鍬ut矩e圍fa梯ct陶or趨o姐f困sa堡fe洗ty“E季nh勝an訴ce魚d酒Li炸mi頸t姑St撈re串ng憑th近M理et膨ho野d”Ba晴ck腥gr把ou母nd盾t區(qū)o豪Us嬸in抗g種St底re泊ss暮A微na行l(wèi)y咸se址s印in閱S券lo王pe仇S禍ta崇bi鄭li填tySt志re首ss襯L紀ev暗elRe艙ze棉nd鞠iz19頑72Zi觸en憶ki某ew估ic轟zet嶄a殃l19蓮75St督re額ng豆th落&畏S囑tr肚es膠s場Le廁ve激lAd閑ik使ar卸ian股d姻Cu域mm童in裙s良19萬85En特ha瀉nc恒ed宮l勵im型it僅m機et保ho尿ds(f售in幫it者e坡el熊em角en牢t際an計al撈ys權iswi筍th聚a淚l書im雕it蜻e拜qu魂il鐘ib濃ri它umFi禿ni寬te櫻E走le棉me橫nt添S倚l(wèi)o羊pe丘S外ta多bi孔li騾ty鞠M膀et魯ho側dsDi傾re背ct駁m責et友ho思ds(f觸in秩it奏e肯el危em開en無t懷an枕al議ys戀is流o饑nl廊y)St光re山ng柄th屢L貿ev陪elKu駁lh午aw黎y19肯69F[]--Z=1313?¢¢¢¢??è????÷÷?è????÷÷ìí???????üy???t???DDLLfssss{}F=(c+ta嘉n)--c+ta例nA1313¢¢¢?¢¢¢¢¢¢¢??è????÷÷?è????÷÷?è???÷ìí???????üy???t???sfsssssfDDLLf*F=(c+ta甚n)K?¢¢¢?sftDDLLDe咱fi偷ni川ti唉on室o歇f喝Fa獵ct局or砌o集f閉Sa瞇fe踐tyLo膽ad雨i鏟nc板re釋as顫eto后f褲ai艷lu別reStrengthdecreasetofailurean溜al冠ys昏is凡)Di宰ff聯(lián)er磚en盜ce跟san躬dSi幫mi擴la貞ri雪ti攀esBe糊tw漫ee受n宮th立e林Fi鳳ni長te睛E降le臣me寶nt憐S橫lo浴pe疲S怠ta浪bi挺li紙ty鋒a間nd氏C拾on惡ve周nt冠io弟na巴l餐Li匆mi焰t惱Eq浮ui乞li某br鴉iu見mDi怨ff益er青en雖ce親sSo菜lu泥ti薦on獨i癥s門de竹te腐rm控in同at滑eFa璃ct褲or昆o口f汽sa工fe億ty遲e攔qu樣at輪io米n疾is熱l鋤in賞ea件rSi里mi洪la撒ri店ti顆esSt幟il岡l桐ne寒ce撤ss料ar肢y唐toas纖su風me割t惠he蓬s倚ha悄peof冶t喝he很s嘴li免p渣su所rf昌ac攜e超an驅d捕se誤ar倡ch怪b玩y那tr晶ia糖l苗an穗d童er蛙ro賠r喂tolo嘩ca躁teth很e燥cr乎it油ic拐al燈s派li忙p魚su趴rf捕ac處eWh肺y何ha亦sn訴’tFi槽ni韻te液E集le暢me輛nt遺S于lo液pe眉S攝ta鳥bi徹li偏tyMe僅th郵od編b居ee勇n拆ex款te見ns或iv湖el法y旦us屯ed賠?Di當ff蜂ic蔑ul刪ti裁es徒a擺nd爐p理er閱ce門pt公io步ns傭r括el喬at測ed嚇t頃o庭th糧e盈st惰re夫ss儀a元na么ly膏si血sIn倒ab源il圣it滋y惰to假t宮ra夜ns懇fe儀r脹la巷rg見e泳am帆ou斃nt逼s稼of文d功at伸a惕an綿d洽fi歸nd盈n下ee猛de葉d焦in銹fo勇rm咸at醉io丟nNo殲w:Mi腎cr途oc抖om翼pu撇te殿r籮ha卸ve嚷d博ra贊ma樸ti插ca蟲ll油y儉ch俯an喊ge析d鍛ou伙r曲ab川il爐it航y(tǒng)啦to郊c甩om草bi征neFi滾ni暢te儲E蒸le泰me憶nt棒a鋼nd蛾L義im穴it鋪E捕qu籠il想ib醬ri遇uman肺al色ys洪esDe茂fi底ni魄ti儀on多o山f場Fa禍ct海or濁o被f轉Sa和fe貼tyKu帝lh魔aw認y(1占96匙9)wh安er釀e:Sr=屑re服si路st疊in勝g育sh膽ea弓r么st剝re感ng樸th刊o踏rSm=辨mo消bi四li吉ze刮d由sh兩ea轎r墊fo付rc德e??=mrFE門MSSFbfs}'ta你n)u('c{Swnr-+=Ac塔tu膠at話in澆g篇Sh姜ea蒼rNo伐rm馬al識S妙tr買es因sAn綱al極ys貝is徐S偽tu隱dy顫U很nd尿er呀ta績ke司n眨by放F麗re涌dl擁un葉d畝an爬dSc睛ou僻la咽r(1縣99凈9)Ad景op寒te會d崗th販eKu晶lh堆aw核y(1狼96坡9)pr他oc扶ed江ur耳eUs罩ed孕S努ig黃ma款/W柱a旋nd湊S雄lo掃pe柏/WPo售is告so商n’衫s贊ra貌ti派o餓ra削ng胡e枝=晌0.熔33電t暖o純0.結48El聲as伶ti撈c載mo跟du中l(wèi)u解s,熄E顛=叢2環(huán)0,傷00密0外to勝2訂00亡,0萄00kP比aCo狹he數(shù)si塔on攻,雙c'湖=浩1假0偷to俗4始0kP頌aFr窯ic口ti續(xù)on違,'盼=臣10側t獄o馳30享d蘇eg腫re耽esCo薦mp鬧ar持edco租nv澆en舒ti徹on肥al蚊L把im撤it霧E孫qu寒il潮ib忘ri馬um俱r騎es梨ul啦ts亞w值it繪h各Fi騾ni童te撐E棋le麥me遣nt前s肢lo鴿pe免s麥ta芳bi況li方ty步r帥es頓ul宣tsLo撿ca齊ti屠on糧o鑒f裕Ce怎nt粒er善o盈f望a皮Se蕩ct晶io風n嘆al水on主g師th堪e飾Sl買ip翼S轟ur跨fa蛇ce風w版it些hi窮n芽a喘Fi充ni參te廚E臭le廚me男nt抵A框na糠ly贈si限sxyx-宣Co侍or屑di會na截tey-咐Co朋or源di碰na紙teSl鵲ip駐S樸ur犁fa脈ceFi冶ni終teEl唱em虛en命t(r斬,盲s)srFi桶ct恒it霜io青us鞠s勺li巖ce兆d蘿ef陸in祝ed剛w塵it位hth劣e末Li甘mi覺t掉Eq資ui團li底br逼iu件m律an份al計ys肌isCe麻nt晌er趴o絡f助th款e驅ba只se計o懷f呆a亡sl盟ic露e敞(x株,杯y)Pr菊es撓en嫌ta葡ti禽on殘o濁f倘Fi真ni突te復E烤le很me獸nt司S棋lo須pe冒S炕ta福bi啄li敬ty胞R閣es普ul略tsCo漏nd章it笨io悲ns閥A蠻na李ly甜ze幼d:Dr淘y場sl含op茫ePi竊ez穗om索et龜ri滋cli扇ne眉a拔t菌3/節(jié)4妥he王ig雷ht消,瓦ex孕it抵in院g飄at涂t稿oeDr杯y姨sl偉op彎e,快p號ar珠ti勿al尚l(wèi)y殊s少ub拘me趕rg甚edPi厲ez壤om倚et伙ri絮cli演ne襲a婦t拿1/父2汽he棋ig醒ht暑a痕nd滿s核ub鉗me橫rg川ed君t誦o項mi喜d-奏he曉ig大htSe搬le偽ct爭ed柄2割:1Fr烏ee億-S暖ta扁nd鮮in劇g更Sl符op粗ewi朝th役aPi夾ez震om辰et贊ri墊cLi掌ne啄E吩xi斗ti塞ng眉a陶t落th鞭e芳To鉛e生of謹t珍he樸S悉lo托pe2040608010郊012姜0204060800Cr雖es炎tPiezometricLineTo采e21x叮-垮Co苦or修di族na慶te賺(m占)No震te許:Dr眾y銅sl鴉op浩ewi超th嫁&侄w啞it擱ho康utpi船ez顛om脂et絞ri冊cli朋ney劈燕-錄Co昂or敏di慮na線te膀(m腔)Se寨le磨ct裁ed刻2捕:1Pa郊rt服ia寸ll屯y久Su性bm浙er頸ge蒼d蘇Sl松op儲ewi派th淋a閱H歉or熔iz慰on低ta仙lPi混ez鵝om礦et孝ri界cLi放ne錫a殊t荷Mi漲d-般Sl巨op轉e2040608010湊012價0204060800Cr散es瘦tTo巨e21x盤-Co嚷or終di拿na表te(m稠)Wa湊te作rPiezometricLiney藝-終C幣oo勝rd送in梳at母e唯(掀m)No絡te渴:Dr愈y底sl跌op錘e鄭wi伶th恢&送w群it聽ho裕utpi童ez赴om棟et蛇ri反cli辯ne05010孕015規(guī)020暑025盲030圣0203040506070x-話Co疲or洽di掛na徹te遞(飼m)Ac響ti扶ng羊a噴nd巷r疏es迅tr戶ic仙ti卵ngsh應ea店r費st灰re休ss拌(kP乏a)Cr聯(lián)es梢tTo蝕eSh仗ea援r日St銅re禍ng肥thSh淘ea撐r句Fo血rc懲ePo魯is摟so未n歇Ra飲ti滅o,m=前0.禽33Sh銀ea厭r遇St談re鹽ng慰th酸a龜nd祖S旨he間ar遮F收or阻ce臨f浴or誤a形2薦:1Dr室y靜Sl遇op啟eCa那lc坦ul勇at葉ed界U吹si張ng客t漫he始F堂in舅it杠e輕El纖em迅en括t系Sl帶op天e頁St勁ab畢il污it仙y而Me宰th苗odLo懂ca搜lan鉗dGl太ob奏alFa膨ct孤or雙s斃of短S傅af驅et催y辰fo夾r速a染2:拆1拔Dr遵y欠Sl朱op插e012345672025303540455055606570x-赴Co叢or電di丘na岔teFa丈ct柜or焰o怨f愧Sa艙fe柿tyCr鵝es咳tTo鼻eLo所ca帽l嚼F(mLo聾ca摘l判F(m=谷0.紫33旋)Bi音sh維op凝M慌et油ho壞d,矮F=雹2.蠟36攪0=聽2.糾17預3Gl漫ob偵al等F騰ac計to末rs畜o汪f湖Sa熱fe射tyBi府sh左op登2.狼36誘0Ja明nb說u2.駱17決3GL秤E叢(F卸.E暑.顯fu辟nc葵ti意on艙)悟2鏈.3符56Fs(m=騙0.從33)攔2.遺34遮2Fs(m=典0.電48)聾2.賽33存9Or裕di焰na很ry因2.炮22四6sJa醬nb貝uMe噴th以od都,料FsssFs=和2.乖34替2Fs=男2.宿33哀9=卷0.浩48漂)Fa帽ct我or毒s搏of擋S秩af鉆et薪y(tǒng)汁Ve泥rs勞us倉S沸ta齊bi培l(xiāng)i勝ty計N激um筒be源r待fo娛r黑a倒2:伸1Dr蠢y衰Sl亦op麥eas慈aFu器nc款ti斥on洽o刮f痕c'0.蠻00.市51.章01.野52.視02.儀50510152025StabilityNumber,[gHtanf¢/c¢]Fa勝ct董or秀o坊f愁Sa萄fe禮tyc¢=荒20肌kP臘ac¢=侵10幅kP哨ac=父40蔽kP承aFs(m=禾0.加33曠)Fs(m=濟0.局48叫)Fs(GLE)2:潔1吳Dr儲y棄Sl猴op吹e¢Fa驚ct范or尿o號f吧Sa撇fe文ty然V煤er隨su米s則St氧ab蹄il售it談y紙Co型ef念fi掌ci量en醬t確fo傾r殺a搏2:趁1Dr咬y淹Sl濱op術eas水aFu罰nc煌ti僵on魯o南f0.蒜00.瘋51.睜01.它52.偏02.丟50.憐000.懶020.槽040.純060.朵080.厘100.陷12St蔥ab冤il仇it紋yCo畫ef憶fi鑄ci背en略t,貸[c¢/gH]Fa維ct欄or耀o尾fSa判fe崇tyf¢=城30販°f¢=變10容°f¢=刊20造°2:例1別Dr扭y字Sl遙op伶esFs(m=造0.圓33碗)F(m=趁0.吐48床)Fs(G吸LE稼)sFa渡ct賞or廢o積f夜Sa摘fe勁ty斃V紅er術su衡s谷St老ab特il塔it必y縣Co登ef燭fi雜ci狡en剝t胡as矛aFu藥nc司ti采on絹o醋ffo里r與2:傾1喊Sl翁op辛e捏wi駛th昂aPi休ez球om鞋et鵝ri的cLi洲ne0.況00.灘40.粉81.三21.非62.膠00.灘000.詞020.稈040.擠060.林080.洽100.緣瑞12St貝ab療il筆it結y池Co硬ef誤fi索ci稻en塊t,吉[c璃'/gH]Fa頂ct拐or伸o鴿f械sa自fe潑tyf=場30居°f=召20申°f=撿10門°2:贏1嗎Sl分op獄e頂wi射thpi癢ez后om播et劈燕ri丈cli粉neFs(m=0.33)Fs(m=0.48)Fs(GLE)Lo搶ca滴ti袖on購o宣f猜th含e勿Cr否it勾ic移al榆S涼li漿p泄Su牙rf偽ac年e犧fo紫r慮a嬸Sl歲op百e極wi路th束aPi妨ez涼om暗et胳ri導cLi伶newi墻th滿S狠oi甜l崇Pr咽op辭er袋ti晃es性o硬fc'墳=恥4雪0kP傳aan播df'惡=鬧30剖°70102010060504030908070110506040102030x
-
Coordinate
(m)80GLE
(F.E.
function)Fs
(m
=
0.33)Fs
(m
=
0.48)Me咱th潑odXYRFa幟ct辦or解o娃f叫sa而fe請tyGLE(F.E.Fu找nc葡ti扶on脫)58.556.037.91.741Fs(m=0.33)57.549.534.71.627Fs(m=0.48)57.553.037.81.661Y-貌C禮oo培rd本in胖at芽e剖(m蛙)Lo喂ca保ti銅on眾o序f鉗th唐e碑Cr侍it佩ic賢al探S塑li舉p火Su譽rf鑼ac徑e驕fo聚r繪a抱Sl姑op覆e載w扣it乖h賭aPi通ez樣om找et劍ri荒cLi婦newh停er郵e幟th書e讓Fa甩ct由or泰o悟f勺Sa京fe偵ty復i腳s她Cl劇os岡es攪t像to績1噴.070102010060504030908070506040102030110x
-
Coordinate
(m)80Fs
(m
=
0.48)Fs(m=0.33)GLE
(F.E.
function)sMe崗th晶odXYRFa奪ct海or梳o堤f役sa街fe搜tyGLE(F.E鴉F在un震ct臥io撫n.63.559.039.61.102Fs(m=0.33)63.059.041.51.076F(m=0.48)61.559.542.31.100y-月C球oo像rd槽in鞠at癥e礎(m揉)Fa迷ct鉤or籌o殊f崖Sa郵fe燈ty漢V故er塘su共s無St旬ab悟il未it跌y坑Co叢ef幸fi亮ci者en核t鎮(zhèn)as咳aFu鋒nc朗ti頑on與o漫ffo比r莖2:蹲1Dr蒜y適Sl稀op狹e,枕1邁/2島S頓ub碗me芽rg繞ed0.盞00.絡51.悠01.悟52.要02.隙53.粱03.但50.短000.盈020.翅040.叢060.虛080.抗100.厚12St毀ab嘗il價it緊yCo鄙ef濟fi懇ci躁en桂t,連[c¢/gH]Fa性ct門or蛙o爪f利Sa授fe陳tyf¢=撈20枯°f¢=集10槐°2:眾1熔Dr司y毀sl截op稈e,剃o本ne炸-h張al袍f泡su刮bm潔er猶ge嶼df¢=棕30集°Fs(m=麻0.斗33纖)Fs(m=騎0.鋸48眾)Fs(G存LE數(shù))Fa頸ct殺or孝o慈f緣瑞Sa陡fe慕ty恢V睡er坑su潑s宰St炊ab底il訊it畏y暢Co哲ef避fi合ci損en侮t姻as垮aFu痕nc世ti弄on脫o披ffo廣r噸2:爽1悲Sl泡op粱eHa躺lf返S耐ub賺me磨rg徒ed意w郊it正hPi漂ez炕om拜et誼ri往cLi周ne0.妻00.呀51.帽01.切52.早02.憲50.批000.寬020.矩040.膀060.錫080.假100.夠12St鈴a
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