沥青路面施工教程英文资料.ppt

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1、,MODERN TRENDS,PAVEMENT DESIGN,Engr.Imran Hafeez,ContentsAncient Roads(5000 years ago)Modern Roads(17th&18th Centuries)Evolution Of Pavement Design MethodologyModern Trends in DesignMechanistic-Empirical Design methodsPavement performance prediction modelsSuper-pave&Perpetual pavements conceptsPavem

2、ent Performance Tests/Equipments,ANCIENTS ROADS,Concept of Ancient Roads(5000 years ago),Definition:“Paths treaded by animals and human beings”,Pavement Structure:Stone paved roads made of one or two rows of slabs 50 mm thick in central portion.,Roman Roads,Types of Roman RoadsOrdinary roman roadsIm

3、portant Roman roads,Built in straight line regardless of gradientExcavated parallel trenches 40-ft apart for longitudinal drainage Foundation raised 3-ft above ground levelEmbankment covered with sand or mortar,CROSS-SECTION(Ordinary Roman Roads),Foundation layer(10-24inch),composed of large stonesF

4、irm base 9-in thick made of broken stones,pebbles,cement and sandNucleus layer about 12-in thick using concrete made from gravel and coarse sandWearing surface of large stone slabs at least 6-in deepTotal thickness varied from 3ft to 6ft,Ordinary Roman roads,Bottom coarse(25-40cm)made of large size

5、broken stones in lime mortarBase coarse(25-40cm)made with smaller broken stones in lime mortarWearing coarse(10-15cm)of dressed large stone blocks/slabs set in lime mortar Total thickness varied 0.75 to 1.20 mHeavily crowned central carriage way 15ft wide(total width 35ft),CROSS-SECTION(Important Ro

6、man Roads),Important Roman roads,MODERN ROADS,17th and 18th centuries.,MODERN ROADS(17th&18th Centuries),TRESAGUET ROAD(1775),CROSS-SECTIONTRESAGUET ROAD(1775),The subgrade was prepared in levelLayer of large foundation stone with large kerb stones at edgesBase coarse about 8cm of compacted small br

7、oken stonesTop wearing coarse 5cm at edges,thickness increased towards center for providing surface drainageSloping shoulders with side drain Total thickness about 30cm,TELFORD ROAD(1803),MODERN ROADS(17th&18th Century),CROSS-SECTION TELFORD ROAD(1803),Level subgradeLarge foundation stones of thickn

8、ess 17-22cmTwo layers of angular broken stones compacted thickness of 10-15cm Lime mortar concrete instead of kerb stones at pavement edgesTop wearing coarse of 4cm thick gravel as binding layer,MODERN ROADS(17th&18th Century),MACADAM ROAD(1827),CROSS-SECTION TELFORD ROAD(1803),The subgrade is compa

9、cted with cross slopeSub-base of broken stone 5cm size were compacted to uniform thickness of 10 cmBase coarse of strong broken stone 3.75cm size compacted to 10cm uniform thicknessTop layer of stone 2cm size compacted to thickness of about 5cmTotal thickness approximately 25cm,EVOLUTION,IN,PAVEMENT

10、 DESIGN,(20th Century),EVOLUTION OF PAVEMENT DESIGN METHODOLOGY,Pavement design:1)Mix design of material2)Thickness design of structural layers Pavement design philosophy:1)Empirical2)Mechanistic(Theoretical,Analytical,Structural)3)Mechanistic-Empirical,Design Approaches,Road Note 29(TRRL,UK 1960,19

11、70,Empirical)Road Note 31The Asphalt Institute Manual SeriesAASHTO Guide for Design of Pavement Structures,ROAD NOTE 29,A guide to the structural design of Pavements for new roads TRRL,UK 1960,1970,Empirical Approach:study performance of experimental sections built into in-service road networkFounda

12、tion soil CBR.Upto 7%Traffic.Upto 100 Million Eq.Standard AxlesSpecification of material given in table-4Design life.20mm rutting or severe cracking,Performance data interpreted in light of structural theory,mathematical modeling of pavement behavior,simulative testing of road materials and pavement

13、sThe Structural Design of Bituminous Roads.TRRL Laboratory Report 1132 published in 1984Structural design criteria:1)Critical stress and strain 2)Permissible strains induced by standard 40 KN wheel load at pavement temperature of 20o C,ROAD NOTE 29,ROAD NOTE 31,A guide to the structural design of bi

14、tumen-surfaced roads in tropical and sub-tropical countries(Overseas Edition 1962,1966,1977)For traffic upto 30 msa in one direction,for 30 msa use TRRL 1132 with calibration to local conditionssubgrade strength by CBR method6 Sub-grade strength classes(2,4,7,14,29,30+)8 Traffic classes(0.3.0.7,1.5,

15、3.0,6.0,10,17,30)Design charts for 8 type of road base/surfacing material,THE ASPHALT INSTITUTE(MS-1),Thickness Design-Asphalt Pavements for Highways and streets(1964,1981,1991)Initially developed from data of AASHO Road testDesign charts in latest edition developed using DAMA elastic layered paveme

16、nt analysis program that modeled two stress strain conditions(mechanistic based design procedure uses empirical correlations)Roadbed soil strength characterized by Mr AC by Modulus of Elasticity and Poissons ratioThe design charts for 3 MAAT/computer program for full depth asphalt concrete or with e

17、mulsified base/untreated aggregate base are given,AASHTO GUIDE FOR THE DESIGN OF PAVEMENT STRUCTURES,Approach:study performance of trial sections constructed to a wide range of overall thickness round a close loop trafficked by repetitions of known axle loadsDeveloped empirical model by regression a

18、nalysis from data of ASSHO Road TestInterim guide 1961,1972,1981ASSHTO Guide for the design of Pavement Structures(1986,1993),AASHTO GUIDE.contd.,Performance periodAnalysis periodTraffic.Load Equivalence ValuesReliabilityStandard deviationServiceability,Roadbed soil resilient modulusResilient modulu

19、s for unbound materialElastic model for asphalt concreteLayer co-efficientDrainage,Log(W18)=Zr x So+9.36 log10(SN+1)-0.20+Structural design model/equation log10PSI/4.2-1.5 0.40+1094(SN+1)5.19+2.32x log10(Mr)8.07 SN=a1D1+a2 D2 m2+a3D3m3,AASHTO GUIDE.contd.,MODERN TRENDS,IN,DESIGN,Load Distribution in

20、 Flexible Pavements,Flexible Pavements,150 psi,3 psi,Wearing C.,Base,Sub-base,Sub-grade,PAVEMENT RESPONSES,PAVEMENT RESPONSES,Load related responses:1)Vertical(compressive)stresses and strains2)Shear stresses and strain3)Radial(compressive or tensile)stresses and strainTemperature induced responses:

21、Shrinkage stresses and strains(temp:cycling)Low temperature crackingThermal cracking,Critical responses:1)horizontal tensile stress/strain at the bottom of bound layers2)Vertical compressive stress/strain at the top of sub-grade,PAVEMENT RESPONSES,Calculating responses:1)Using equations2)Graphical s

22、olutions3)Elastic layer computer programsi)CHEVRON ii)ELSYM5iii)ILLI-PAVEiv)MICH-PAVE,PAVEMENT PERFORMANCE PREDICTION MODELS,Performance prediction models are also called distress models or transfer functionsModels relate structural responses to pavement distress1)Fatigue cracking Model2)Rutting Mod

23、el3)Thermal cracking Model,Fatigue cracking Model Nf=f1(t)f2(Es)-f3(General form)Nf=0.0796(t)3.291(Es)-0.854(A.Inst)Nf=0.0685(t)5.671(Es)-2.363(Shell)Nf=1.66x 10-10(t)4.32(TRRL)Nf=5.0 x 10-6(t)3.0(IDOT),PAVEMENT PERFORMANCE PREDICTION MODELS,PAVEMENT PERFORMANCE PREDICTION MODELS,Rutting Model(subgr

24、ade strain model)Nf=f4(v)f5(General form),Permanent deformation model log p=a+b(log N)or p=A(N)ba=Exp estb material/stress condition parameterA=antilog of“a”b=0.1-0.2,PAVEMENT PERFORMANCE PREDICTION MODELS,Asphalt concrete Rutting Model log p=Cv+C1(log N)+C2(log N)+C3(log N)Cv depends on temp and de

25、viator stress C1,C2 are constantsSub-grade Rutting Model log p=Cv+C1(log N)+C2(log N)+C3(log N)Cv depends on moisture and deviator stress,PAVEMENT PERFORMANCE PREDICTION MODELS,Thermal Cracking ModelLow temperature crackingThermal fatigue cracking Models like that Shahin-McCullough model are quite c

26、omplex,but examine both types of cracking.,PAVEMENT PERFORMANCE PREDICTION MODELS,SUPERPAVE,Superior Performing Asphalt PavementsNew,comprehensive asphalt mix design and analysis system(SHRP 1987-1993)using SPGCDevelopment of Performance based AC specs(PG Grading)to relate lab Volumetric analysis wi

27、th field performanceFour basic steps for Superpave asphalt mix design1)Material selection 2)Selection of design aggregate structure3)Selection of design asphalt binder content4)Evaluation of mixture for moisture sensitivity,Aggregate Properties,Aggregate crushing value(ACV)Ten percent fine value(TFV

28、)Aggregate Impact value(AIV)Toughness Index(TI)Loss Angles Abrasion value(LAA)Polish Stone Value(PSV),Soundness value Sand equivalentSpecific gravity(Gsb)Porosity Flakiness Index(FI)Elongation Index(EI),Binder Properties,Softening PointDuctility Flash&Fire PointPenetration ViscositySpecific gravitie

29、s,Polar Molecular structureElastomeric/Plastomeric StiffnessShear modulusPhase angleAccumulated strain Strip off value,SUPERPAVE,Binder tests:1)Rolling Thin Film Oven(RTFO)Test.Aging during mixing 2)Pressure Aging Vessel in-service aging 3)Rotational Viscometer viscosity 4)Dynamic shear Rheometer vi

30、sco-elastic property 5)Bending beam Rheometer.stiffness at low temp 6)Direct tension tester.Low temp tensile strain,PERPETUAL PAVEMENTS,Long lasting(50yrs or more)asphalt pavements Full depth asphalt pavement constructed since1960sNeed periodic surface renewalPavements distress confined to top layer

31、The removed upper layer can be recycledMechanistic-based design,material selection,mixture design,performance testing,life cycle cost analysis,HMA Base layerFatigued resistant layer No bottom up crackingIntermediate layerStable and durableWearing coarse resistant to surface cracking and rutting,PERP

32、ETUAL PAVEMENTS,Pavement Performance Tests,The Performance based tests can be classified as:1)Dia-metral tests,2)Uni-axial tests,3)Tri-axial tests,4)Shear tests,5)Empirical tests,6)Simulative tests.7)Moisture Susceptibility tests.8)Friction tests.,1.Diametral testsa)Creep tests,b)Repeated load perma

33、nent deformation,c)Dynamic modulus,d)Strength test.2.Uniaxial Creep Test3.Triaxial Creep Testa)Uniaxial and Triaxial Repeated Load Testsb)Uniaxial and Triaxial Dynamic Modulus Tests4.Shear Tests a)SST Repeated Shear at Constant Height Test b)Shear Dynamic Modulus c)Direct Shear Dynamic Modulus d)Dir

34、ect Shear Strength Test,5.Empirical Test Marshall Stability and flow,Hveem stability,c GTM,and d Lateral pressure indicator(LPI).6.Simulative Tests a The Asphalt Pavement Analyzer(APA)(Georgia Loaded Wheel Tester)b)Hamburg Wheel-Tracking Device(HWTD)c)Purdue University Laboratory Wheel Tracking Devi

35、ce Model Mobile Load Simulator Dry Wheel Tracker(Wessex Engineering)Rotary Loaded Wheel Tester(Rutmeter)and French Rutting Tester(FRT)7.Moisture Susceptibility Tests8.Friction Tests,State of the Art Equipment at TITE,Tri-axial Test system,Design to perform following tests on Soil,aggregates and asph

36、altic samples Modulus of Resilience of soil and aggregates(Vacuum Triaxial test)Four point beam fatigue test on asphaltResistance to Permanent Deformation The repeated load Axial or Dynamic Creep testControlled Fatigue Stress&strains,Computerized Profilograph,Measures the profile of the road surface

37、 and display the results immediately on screen in the form of roughness index.Main Features:Compact and lightweightBattery operatedOn screen graphics displayOn screen display of Profile IndexImmediate resultsMeets all ASTM standardsEasily setup and operated by one personUser friendly menu driven sof

38、twareTransfer data to office PC for additional analysisEasily transported in a pickup or trailerBump Detection Warning System(BDWS),Wheel Tracker,Wheel tracker is used to assess the resistance to rutting of asphaltic materials by simulating the in-site traffic and environmental conditions.Features:I

39、ntegral temperature controlled cabinetTracks for specified number of passes or to specified rut depthDouble glazed doors for observation of testingAutomatic test stop/start and speed controlA loaded wheel tracks a sample under specified conditions of speed and temperatureDevelopment of the rut is mo

40、nitored continuously during the testUser friendly Windows software,Accelerated Polishing Machine,It gives a Polished Stone Value for aggregates to be used in road surfaces and provides a measure of the resistance to skidding.Features:Machine polishes samples of aggregates,simulating actual road cond

41、itionsMeet the specifications of British standards&ASTMPredetermined revolution counterSpecimens manufactured and easily removed from accurately machined mouldsSpecimens located on Road Wheel by rubber rings and held by simple side fixingTired wheel easily removed for replacing tyresUsed abrasive and water collected in removable trayLoaded tire raised and lowered to the running surface by mechanical lifting device,