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Solution Manual For Pavement Analysis And Design, 2nd Edition - Document preview page 1

Solution Manual For Pavement Analysis And Design, 2nd Edition - Page 1

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Solution Manual For Pavement Analysis And Design, 2nd Edition

Maximize your understanding with Solution Manual For Pavement Analysis And Design, 2nd Edition, a detailed solutions manual for all your textbook problems.

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Page 1 of 16
Solution Manual For Pavement Analysis And Design, 2nd Edition - Page 1 preview imageContents1Introduction12StressesandStrainsinFlexiblePavements23KENLAYERComputerProgram114StressesandDeflectionsinRigidPavements195KENSLABSComputerProgram326TrafficLoadingandVolume427MaterialCharacterization498DrainageDesign589PavementPerformance6310Reliability7011FlexiblePavementDesign8412RigidPavementDesign9113DesignofOverlays102
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Solution Manual For Pavement Analysis And Design, 2nd Edition - Page 2 preview imageDownloadedfromStudyXY.com®+StudyXYSdYe.o>\|iF’prE\3SStudyAnythingThisContentHasbeenPostedOnStudyXY.comassupplementarylearningmaterial.StudyXYdoesnotendroseanyuniversity,collegeorpublisher.Allmaterialspostedareundertheliabilityofthecontributors.wv8)www.studyxy.com
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Solution Manual For Pavement Analysis And Design, 2nd Edition - Page 3 preview imageChapter1Introduction1-1.Thewheelconfigurationfdradual-tandemaxleisasfollows:'8[3s"ns!9-448in.~>1The40Kiploadisappliedover8tires.Thus,eachtirebears5000Lbs(22.2kN)loadwith100Psi(690kPa)tirepressure.Thecontactareaofeachtire,Ac=Loadofeachtire/tirepressure=5000/100=50in.2(8.2x10°mm<),Thedimensionofthecontactareais:FromEq.1.7.(LectureText):JL=Jhc/o.522=y50/0.5227=9.78in.(248mm)./.width=0.6L=5.87in(149mm.)Themostrealistic‘contactareaconsistingarectangleandtwosemi-circlesasshown"infollowingfigure918i,a)CD“5=H1Ki.3dEachtireimprint,ifconsideredasarectangulararea,shouldhavelalengthOf0.8712L,or8.52in.andawidthof0.6L,or5.87in.-—«Sin.JE—1-2.FreezingIndex=(32-24)x30+(32+3)x31+(32-14)x31+(32-16)x28+(32-22)x31+(32-25)x30=2851degreedays.Yes,thisvalueislikelytobedifferentbecausethelastfewdaysinOctoberandthefirstfewdaysinMaymayhavemeandailytemperatureslowerthan32°F,sothedegreedaysforthesetwomonthsmaynotbezero.+StudyXY
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Solution Manual For Pavement Analysis And Design, 2nd Edition - Page 4 preview imageChapter2StressesandStrainsinFlexiblePavements2-1.Jobition*FErdAT2=2-RomFg.2.20£:C5)inert=18yasiGo=018%tke'%FronFo2.2RlL3oo=4.0ee(==oodect“='ioaa,Ge?RonFs2.9£860,£3279%)100/=otGe=o0.0uYyTryooh=BoFRomFr.2.40(5JeeA4©Tre=0.6089.HeprineipslthorersGonbealoobaitedByFlowingphemuih:Trt6Vor5(5-0)GrocrolSoon:U7,0%=DY4Nag+(BT)[107,02=GurOc+=(ETE(REY|Tar_0.80+0.0405PTTee)=ESAPEINELEag)10=0294_T=00014-Te—_—A.AY(e-rplane).ThreiasoSheerSARebsinFtplaneFAeefortUz=(Oz=oovg©principalSeedL.eeVigAcolHvplacorat:FonFp.2b,pmwil&K:2>F:oo.5]fwoweBaro:asfAyeSoins,Zo:FLOx(GrGY]=Lo:~0.0(0.004+0.010)].$=0.212YE/TT
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Solution Manual For Pavement Analysis And Design, 2nd Edition - Page 5 preview imageEe=2/¢i-p(a+)=2/[Coos~or(0.2240.0040]Lo:ovoWeJ<r:20h-p(Ge®)]=[0.0041-0.5(p2240.011)]GxcomdUeJcoUTEeey02:001%,G3:0.00419LF02YfyimpyorBle;Fgx01ndUEPVRA9.5772J-2-2.:Given._12in,f00psi||Pol|—_—vvXNCWoz?Y=100petKe=0b|P=035inzm0-6in:E=26c0°°z=12"Ia/Bouszinesg'sstressdighibutionievalid526:tO0cvV2(1%26)etlmn-123=-—1wo[1Griz=28.444psi-_%_2UrWEZz?Or0%Tz[1+27(2+)+aa”|wo2(1+e3c712123==|+2703-L8274Zo]ztTORETren7(ay?=00294ps5
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Solution Manual For Pavement Analysis And Design, 2nd Edition - Page 6 preview image_i:60G=28.406+2700294+—Zo(142404)=2003psT=2000§%°F=19489.34pxWw,={Ee2(1-9)=FLAe:—2(11-0282;10D7£]-/h=gaeeid2954710%evad¥-2-3:10600Lb4PgAde’orPlaoflochs0.2in,gigidplate—LAe00s,2.plate©=j2in=>Ae-7ew/AbprodeE2777Ae"Leftrcen§placCambeOulonlabedby:WeBlip)2aWezozin[azfiniMio.ZE,PNY/Yea7lr-o0Yx930x62AeeZX0.2LTCE3310pre.J21200£64.irreoniLL,zsz200Lebin7:Pratiyar218]5pac.al£2NA=10in.Wp=OXIJuohgreea=6mFut331070Tiro-laferLyrdem—> FommicdnARrspe7frBppladeMe21783:272|MeEe0223300FoiTigaENLOA’G=|..:a167Fec08,oomFp27,SofeefonbecbdonianEf=4—F=lF200FI/+StudyXY
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Solution Manual For Pavement Analysis And Design, 2nd Edition - Page 7 preview imagee/.Soom#6+P.Looss100PYAo:T°Tree=500m"-A=/R417.Wezo.in;4%wre£(3230pei.histfoalel]WoeLEXUL£323310pA°KoEx0.2x33/0fa=7FasTEgaThrssoxFo=0.35SomAp2.07,Sor#228.35wadA=4ALANCEZr:S54:55x12672in.woEz:33/0p00;£3200pa;Ap2TOin.v42-4..10,0001bGriven|S0'Pst[T1i0eeE,=200000psi[|WoTginv=05:|C0E,=16000psiw=?)%=0.5|es?ho=g'n.!4:80psi10000_'Tatgo-|Jdo®ooinaTego6.31I)&WesLEEFE(Bg.=20,hh1265)ES.F.=033(Eig247.ME+Fo+63)§79000¥0.33=co2sin/
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Solution Manual For Pavement Analysis And Design, 2nd Edition - Page 8 preview imageweESop(8c=20 "a-126,%0E/E=10Fc0495_Po#63)Zot,se!.TemesCoEpeiB/E,=25 Frod425‘E/g,20[:0483=0.0z44Vn/|B/E,<0KZ“oz9s=0.153ToderpokteEposOf0425(Faz18yE/E,=25Oc/n=0.153Oc=ous38sizedpsJ%/p=0.785iMoleThelinearjoderpolatioicusedgetthecgficiontValuebetween@chartgicvalgesThenoliice.jderpataricfasbeeralsoSeiedanenoLydifferenviteShownsngLinensinterpoJadic9/8s0'153se2ponds.Wolipeasinderpolatiobesevouswie3pointsoAL-V7'.git7000®oerfo)Corfoc?areaA30Les:~~..AzST0int.%TA-|a=fet.6in.3PEN|Sd=28in~~=fe=4oin.StoboinV/A)FEEteYpose14=goerHtger‘E=1590000PIO£3_eerWTF7DAC—£,=pp000PISHezorHeeotihortGrebusedon[ol2e2efin.tHer,SarSol22dA,X,Se!metbemodifiedAlsJe2=ox#-sr.in.Cearid..a’:2a=0.8in"A=HAL:&FEin.I~StudyXY
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Solution Manual For Pavement Analysis And Design, 2nd Edition - Page 9 preview imageDeterminsherLomvseSioSacheC,rdFigs,2.26a2.27CARSein;Epc2gL286Ca:p10KLGzp08Leyroz2(a"Yxlc-¢)=1168CBRSerJuinToco;Bs404[SAERPA:sez40.2L108-312~112)3fdSe:fain=a=..4SiSTAINLTfonabeladeVARZET—Zz84Jf~1768Zprselsfinapdf=(G55)7-1-9)EY3SeainFachr(Fe):’PlaXYfmAorx2087oat£=VE=52sFe:orSodsfeatFe=FezExFe2LARXSFFo.i”)CeEzlerReantArosteSAhain©€=I,Te=_s003v4rooamezot0x10"(GitpaverAl.=4erentHflokooydurFhceV4ArbproctUnclesJHBmerofoneVi2224(aay,Pont2).stingFig.2.17cbftohomFotreFofenbe dedermineol|
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Solution Manual For Pavement Analysis And Design, 2nd Edition - Page 10 preview imageLoa»mié|LonprnéLomDINGlopsnla(1).Soe:dBeclsLonfigu-iTom!">@>ator|E/EsoSo|sosoAfa__|0.635|0.635|0.625|0.625alm)|a42.6|12.42.6rl)|014066.2|2852”22:0.20Jos|o.31Feonl=1.2¢a_so0xR6i.weBEF2BET2.0583=/Sree+Cftosaleossin.2-64opo0|b&ren160piNENBR]E,=4o0000psiiE=°2,20557&unBRASNSaE.=20600penoes23i'n||C98...A:E;=técoops:Vy70%vo_[Fuersina=,aroseOE!EL£E(ForzeKE-ze3=)koe=2ESI,2Aha.2304ian)—-H=hoETCponCoa.yePN23=TC0o007s(tension)pi-zElFr2.31¢)2
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Solution Manual For Pavement Analysis And Design, 2nd Edition - Page 11 preview imageIfuseTale23221-RrR]=286779=_@(Rpi-2z1);IEr=zNebigdifferencebetes:_—isoEpUsingTablefromWingFoooro|2Frgieres.=—bcooyrs(lersien>:whewP=o0&.Table2:3G2:~Grr=$(222BL.)(zz:-pe2zvm0wlsq=qgoxodigg22Ga.=0us©©-o0)fk,=212%/2=10.61PSIEpsCexbuxx_clog2JTTYoooTE.encVs277.::Given,Ey=-0000725I.Ez=o000l062~GooolbA=921.“octo1bbopsi|152psiE=<fs0000_&|575inE=7:-Lo2g7sE,=0|E,=l0,000PeiCs|=FErE,eEE,0.00072514060600p=Lob0000725:d0be00S7=1933/h/a=0.624/.TE,220LomBg.207=Bi/fop~400660/0,=Zoo\/FTrerTYemZnee
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Solution Manual For Pavement Analysis And Design, 2nd Edition - Page 12 preview imageEy=@o0/olFromEe2.2/,£=oLE,=go00f3ByFria)and.error|;FwasSoundE,=FLooopIbecausewhen&,=3Ssso£264Fo=LIAITEcns2g}528.7%_Gerdkeith==S2=3.72iremFoFz.z/Z-35orE,=3Sx/oose=ERP542PE2-8=yLorFertheMeaxwel]modelDCéd=z=7zwooZC-PORR|zRRTIXFOGoF.zE/eos=60574C+ort)(A)For#riangularJoao.ze~d=.Let)=+!HorFt=oEe=ZSinceFheFirstSerofWy18Constant4NIndependentof¢SoBoHaminnsSuperpostanPra<pkneed.anlyfeAYphedJoFheSecondformSzoW,=00879+087%x2Sotat=00574+G00t]827)o_pj)o09Mm.oozl-5byjorhaversineJeadmi,=fromEps2.57and2.58W,=2°87¢+cos7pEreSin(ZE>¢44-5+]°=a0§7)=0.0075|ZrSin(028)cates]=oos7prms(57)=0.423
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Solution Manual For Pavement Analysis And Design, 2nd Edition - Page 13 preview imageChapter3KENLAYERComputerProgram1(1)NPROBProblem3.12011(3)MATLNDAMANPYNLG0.001(4)DEL218010(5)NLNZICLNSTDNUNIT12(6)TH0.350.35(7)ERo(8)zc1(9)NBOND30003000(11)E[](13)LoAD6100(14)Crcp1(16)MR0(mnRe22(25)NOLAYITENOL1020(26)LAYNONCIAY1212(27)zcwonL00000.01(28)RCNOLXCNOLYCNOLSLDDELNOL1(29)RELAX1450(30)eam0.550.6(31)K2KO.0.550.6(31)K2KO.903000(33)PHIK1answer:0.05339)03000(33)PHIK1f1(1)NeroPROBLEM3.21011(3)MATLNDAMANPYNLG0.001(4)DEL228050(5)NLNZICLNSTDNUNIT8(6)TH0.50.5(7)PR[4]8(8)zc2N1(9)NBONDjer:a/”,20000010000(11)Edns7azs.0(13)LoAD0.0Z3%]76.30880(14)CRCPN.1(16)MR17.39%Pseoanr1(1)NPROBPROBLEM3.31011(3)MATLNDAMANPYNLG0.001(4)DEL218090(5)NLNZICLNSTDNUNIT8(6)TH0.50.5(7)PR8(8)zCwer:—2o=-oHSans20685E-o4150000030000(11)E~2(13)Loap0.087221,12.616100(14)crcp1(19)NT602800(20)XWYWXPT+StudyXY
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Solution Manual For Pavement Analysis And Design, 2nd Edition - Page 14 preview image1(1)NPROBPROBLEM3.41011(3)MATLNDAMANPYNIG0.001(4)DEL328090(5)NLNZICLNSTDNUNIT5.7523(6)TH-0.50.50.5(7)PRAASWE?5.7528.7501(8)zC1(9)NBOND—-7.259E-o44000002000010000(11)E0(13)roap/obsE-039.213150(14)CRCP1(16)Wm0(17)mc2(1)NPROBPROBLEM3.5(a)2011(3)MATLNDAMANPYNLG0.001(4)DEL428090(5)NLNZICLNSTDNUNIT822(6)TH0.450.30.30.4(7)ER812.0001(8)zC1(9)NBOND50000030000150005000(11)E0(13)LoaD4.575(14)CRCP1(16Ww0(17!Rc315(25)NOLAYITENOL203041(26)LAYNONCIAY91113(27)zCNoL00000.01(28)RCNOLXCNOLYCNOLSLDDELNOL0.5(29)RELAXR145135135130(30)GAMgnswer0.50.6(31)K2KO_0.50.6(31)K2KO~~).oIE-o46.211101780.8(31)K2K3K4KO010000(33)PHIKL2.845E—o4010000(33)PHIKL182776823020(33)EMINEMAXK1PROBLEM3.5(b)2011(3)MATLNDAMANPYNLG0.001(4)DEL328090(5)NLNZICLNSTDNUNIT84(6)TH0.450.30.4(7)PR812.0001(8)zc1(9)NBOND500000200005000(11)E:0(13)LOAD.4.575(14)CRcPanswer.1(16)WR=0(17RC—1040E-o4215(25)NOLAYITENOL—2031(26)LAYNONCIAY2883E-04913(27)zZCNoL00000.01(28)RCNOLXCNOLYCNOLSLDDELNOL0.5(29)RELAX145135130(30)GAM0.50.6(31)K2KO6.211101780.8(31)K2K3K4KO1000010000(33)PHIKL182776823020(33)EMINEMAXK1+StudyXY
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Solution Manual For Pavement Analysis And Design, 2nd Edition - Page 15 preview image1(1)NPROBPROBLEM3.62111(3)MATLNDAMANPYNLG0.001(4)DEL308090(5)NLNZICLNSTDNUNIT48(6)TH0.40.30.45(7)IR1(9)NBOND4000001000010000(11)E1(13)LOAD4.575(14)CRcP3(19)NPT013.50004.506.75(20)XWYWXPT115(25)NOLAYITENOL2[J](26)LAYNONCLAY6(27)zcNoL00000.01(28)RCNOLXCNOLYCNOLSLDDELNOL0.5(29)RELAXi1451350(30)GAM0.50.6(31)K2KO80008000(33)PHIKianswer:$5.49Years11(46)NLBTNLIC1(47)LNBT3(48)INTC36500(49)TNIR0.07963.2910.854(50)FTLFT2FT31.365E-094.477(51)FT4FTS1(1)NPROBPROBLEM3.72111(3)MATLNDAMANPYNLG0.001(4)DEL608090(5NLNZICLNSTDNUNIT42222(om0.40.30.30.30.30.45(7)ER1(9)NBOND1000005000040000300002000010000(11)E1(13)LOAD4.515(14)CRCP3(19)NPT013.500©04.506.75(20)XWYWXPT415(25)NOLAYITENOL20304[J5[2](26)LAYNONCLAY57911(27)zCNoOL00000.01(28)RCNOLXCNOLYCNOLSLDDELNOL0.5(29)RELAX145135135135135130(30)GaM0.50.6(31)K2KO0.50.6(31)K2KO.0.50.6(31)K2KO0.50.6(31)K2KO08000(33)PHIKiR08000(33)PHIKIanswer:$5.08Gears08000(33)PHIKIo8000(33)PHIK111(46)NLBTNLTC1(47)NBT6(48)INIC36500(49)TNIR.07963.291.854(50)FT1FT2FT31.365E-094.477(51)FT4ETS+StudyXY
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Solution Manual For Pavement Analysis And Design, 2nd Edition - Page 16 preview image1(1)NPROBPROBLEM3.82011(3)MATLNDAMANPYNIG0.001(4)DEL31890(5NLNzICLNSTDNUNIT48(6)TH0.40.30.45(7)PR6(8zc>.Lolo)amongnswer:2956E+odfie400000800010000(11)E.1(13)LoAD|Ge023Psa4.575(14)CRCPN1(19)wer[0113Pew[2]13.5o6.75(20)XWYWXPT~115(25)NOLAYITENOL—3083Pso20(26)LAYNONCLAY*6(27)zCNoL00000.01(28)RCNOLXCNOLYCNOLSLDDELNOL0.5(29)RELAX1451350(30)GAM0.50.6(31)K2KO80008000(33)PHIKl1(1)NeroBPROBLEM3.93011(3)MATLNDAMANPYNIG0.001(4)DEL218010(5NLNzICLNSTDNUNIT8(6)THRN-0.50.5(7)PRGosWEY:0.0156)m.oo1bS5]mM.,0(8)zc-..1(9)nBoND0.0195)7.5co208é1m,010000(11)E-.[J(13)LOAD;2020743,615(14)CRcP0.0208]m.eZ>z:1(16)MR0(anRc0(36)DUR11(37)NVLLNV6(38)NTRME00.010.1110100(39)TYME0.11370(41)BETATEMPREF0.0000022.37E-063.81E-064.38E-064.57E-060.0000046(42)CREEP70(44)TEMP1(1)NPROBPROBLEM3.10.3111(3)MATLNDAMANPYNIG0.001(4)DEL208090(5)NLNZICLNSTDNUNIT8(6)TH0.50.5(7)PR1(9)NBOND010000(11)E-oVa7S0astomsgnswey:Z/)oDYE675(14)CRCP1(16)NR0(17)RC0.1(36)DUR11(37)NVLINV11(38)NTRME0.0010.0030.010.030.10.3131030100(39)TYME+StudyXY
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Pavement Analysis And Design by Yan...

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