7
3/9/2015 Exp 1 Flakiness and Elongation Index - Civil Engineers PK http://ci vi lengi neer spk.com /tr anspor tati on- engi neer ing- ex per im ents/ex p- 1- fl ak ines s- and- el ongati on- index/ Exp 1 Flakiness and Elongation Index Flakiness and Elongation Index EXPERIMENT NO. 1: Determination of the flakiness and the elongation index for the given aggregate. sample. SCOPE & SIGNIFICANCE: This test is used to determine the particle shape of the aggregate and each particle shape being preferred under specific conditions. The significance of flakiness & elongation index is as follows; The degree of packing of the particles of one size depends upon their shape. Due to high surface area to volume ratio, the flaky and elongated particles lower the workability of concrete mixes. Flaky and elongated particles are considered undesirable for base coarse construction as they may cause weakness with possibilities of braking down under heavy loads. BS-1241 specifies a Flakiness index not exceeding 30% irrespective of the aggregate size. Maximum permitted Elongated index is 35, 40 or 45% for aggregate sizes 2 ½’’ – 2’’, 1 ½’’ – ¾’’ & ½’’ – 3/8’’. Both Flakiness and Elongation tests are not applicable to sizes smaller then 6.3mm i.e. ¼’’ sieve. Civil Engineers PK Everything Related to Civil Engineering Search  Articles Membership BSc Civil Engineering Design MSc Structural Engg Tests/Experiments  CV/Resume TOEFL NTS GAT Preparation Presentations Tutorials/Solutions Practical Info Jobs Softwares Interview Questions Civil Engineering Project Titles Civil Engineering Top Universities Excel Sheets Codes Books House Plans Video Tutorials Construction Machinery Poster Presentation

Exp 1 Flakiness and Elongation Index

Embed Size (px)

DESCRIPTION

Transportation Engineering, Civil Engineering, Roads and Highways, Particle sieving

Citation preview

  • 3/9/2015 Exp1FlakinessandElongationIndexCivilEngineersPK

    http://civilengineerspk.com/transportationengineeringexperiments/exp1flakinessandelongationindex/ 1/7

    Exp1FlakinessandElongationIndexFlakinessandElongationIndexEXPERIMENTNO.1:Determinationoftheflakinessandtheelongationindexforthegivenaggregate.sample.SCOPE&SIGNIFICANCE:

    This test is used to determine the particle shape of the aggregate and each particle shape beingpreferredunderspecificconditions.

    Thesignificanceofflakiness&elongationindexisasfollows

    Thedegreeofpackingoftheparticlesofonesizedependsupontheirshape.Duetohighsurfaceareatovolumeratio,theflakyandelongatedparticleslowertheworkabilityofconcretemixes.Flakyandelongatedparticlesareconsideredundesirableforbasecoarseconstructionastheymaycauseweaknesswithpossibilitiesofbrakingdownunderheavyloads.BS1241specifiesaFlakinessindexnotexceeding30%irrespectiveoftheaggregatesize.MaximumpermittedElongatedindexis35,40or45%foraggregatesizes22,1&

    3/8.BothFlakinessandElongationtestsarenotapplicabletosizessmallerthen6.3mmi.e.sieve.

    CivilEngineersPKEverythingRelatedtoCivilEngineering

    Search

    Articles Membership BScCivilEngineering Design MScStructuralEngg

    Tests/Experiments CV/Resume TOEFL NTSGATPreparation Presentations

    Tutorials/Solutions PracticalInfo Jobs Softwares InterviewQuestions

    CivilEngineeringProjectTitles CivilEngineeringTopUniversities

    ExcelSheets Codes Books HousePlans VideoTutorials ConstructionMachinery

    PosterPresentation

    http://civilengineerspk.com/http://civilengineerspk.com/poster-presentation/http://civilengineerspk.com/houses-plans/http://civilengineerspk.com/nts-gat-preparation/http://civilengineerspk.com/tutorials/http://civilengineerspk.com/excel-sheets/http://civilengineerspk.com/bsc-civil-engineering/http://civilengineerspk.com/msc-structural-engg/http://civilengineerspk.com/testsexperiments/http://civilengineerspk.com/design/http://civilengineerspk.com/cv-resume/http://civilengineerspk.com/articles/http://civilengineerspk.com/membership/http://civilengineerspk.com/presentations/http://civilengineerspk.com/toefl-ibt-dvd/http://civilengineerspk.com/civil-engineering-top-universities/http://civilengineerspk.com/interview-questions/http://civilengineerspk.com/civil-engineering-jobs/http://civilengineerspk.com/video-tutorials/http://civilengineerspk.com/softwares/http://civilengineerspk.com/practical-info/http://civilengineerspk.com/civil-engineering-project-titles/http://civilengineerspk.com/codes/http://civilengineerspk.com/construction-machinery/http://civilengineerspk.com/booksfiles/

  • 3/9/2015 Exp1FlakinessandElongationIndexCivilEngineersPK

    http://civilengineerspk.com/transportationengineeringexperiments/exp1flakinessandelongationindex/ 2/7

    RELATEDTHEORY:

    SHAPESOFPARTICLES

    Theusualshapesoftheparticlesare

    1. Rounded(rivergravel)2. Flaky(laminatedrock)3. Elongated4. Angular(crushedrock)

    PREFERREDUSEOFEACHSHAPE

    Roundedaggregatesare preferred inconcrete roads (rigid pavements) asthe workability of concrete increasesdue to the less friction between thesurfaces.

    Angular shapeof the particles isdesirableingranularbasecoarse(flexiblepavement)duetobetterinterlockingandincreasedstability.

    FlakyandElongatedparticlesareconsideredasasourceofweakness.

    APPARATUS:

    Thickness/FlakinessIndexGaugeLength/ElongationIndexGaugeAggregatesampletobetested

    FLAKY

    A flaky particle is the one whose leastdimension (thickness) is than 0.6 timesthemeansize.

    http://civilengineerspk.com/wp-content/uploads/2014/04/images.jpghttp://civilengineerspk.com/wp-content/uploads/2014/04/H-16841.jpg

  • 3/9/2015 Exp1FlakinessandElongationIndexCivilEngineersPK

    http://civilengineerspk.com/transportationengineeringexperiments/exp1flakinessandelongationindex/ 3/7

    These are the materials of which thethickness is small as compared to theothertwodimensions.Limit of flaky particles in the mixes is30%.Iftheflakyparticlesaregreaterthan30% then the aggregate is consideredundesirablefortheintendeduse.

    FLAKINESSINDEX

    Itisthepercentagebyweightofflakyparticlesinasample.

    Procedure

    PerformthesieveanalysisonthegivenaggregatesampleTheaggregatesarethenarrangedintheintoanumberofcloselylimitedparticlesizegroupsstoredortedonthetestsievesintoanumberofcloselylimitedparticlesizegroups22,1&3/8

    Eachgroup(fraction) isweighedandtested forthicknessonappropriateopening ofthethicknessgaugebypassingeachparticlethroughslotofspecifiedthicknessalongleastdimension.Theweightofparticlespassingthethicknessgaugeisrecordedforeachfraction.Thisistheweightofflakyparticles.Theflakinessindexiscalculatedbyexpressingtheweightofflakyparticlesasapercentageoftotalweightofthesample.

    CalculationforFlakyParticles:

    SieveSize WeightRetained

    PercentageRetained

    WeightofFlakyParticles

    IndividualFlakinessIndex

    WeightedFlakinessIndex

    Passing Retained (gm) (%) (gm) (%) (%)

    (in.) (in.)

    2 1 2007.8 22.52 80.5 4.01 0.9

    1 1 2926.4 32.83 853.1 29.15 9.6

    1 2177.7 24.43 585.6 26.89 6.57

    1076.2 12.07 291.7 27.1 3.27

    8Mar 460.2 5.16 155.5 33.79 1.74

    8Mar 211.8 2.38 88.3 41.69 0.99

    Pan 53.4 0.6

  • 3/9/2015 Exp1FlakinessandElongationIndexCivilEngineersPK

    http://civilengineerspk.com/transportationengineeringexperiments/exp1flakinessandelongationindex/ 4/7

    =8913.5 =23.07

    ELONGATEDPARTICLES

    These arethe particles havinglength considerablylarger than theother two dimensionsand itis theparticlewhosegreaterdimensionis1.8timesitsmeansize.

    Limitofelongatedparticlesinthemixesis45%.Thus,iftheelongatedparticlesaregreaterthan45%,thentheaggregateisconsideredundesirablefortheintendeduse.

    ELONGATIONINDEX

    It isthepercentagebyweightofelongatedparticlesinasample.TheElongatedindexiscalculatedbyexpressingtheweightofElongatedparticlesaspercentageoftotalweightofthesample.

    CalculationforElongatedParticles:

    SieveSize WeightRetained(gm)

    PercentageRetained

    WeightofElongatedParticles

    IndividualElongationIndex

    WeightedElongationIndex

    Passing Retained (%) (gm) (%) (%)

    (in.) (in.)

    2 1 2007.8 22.52 1561.5 77.77 17.52

    1 1 2926.4 32.83 950 32.46 10.66

    1 2177.7 24.43 1113.8 51.15 12.5

    1076.2 12.07 467.5 43.44 5.24

    41341 460.2 5.16 185.5 40.31 2.08

    41341 211.8 2.38 80.9 38.2 0.91

    Pan 53.4 0.6

    =8913.5 =48.91

    PRECAUTIONS:

    1. Whilesieving,caremustbetakenthattheparticlesthatarechockedinthesievemustnobeforceddownintothenextsieve.Suchparticlesshouldbepushedbackintothesamesieve.

    2. While placing different fractions on the table, place them some distance apart so that no two

  • 3/9/2015 Exp1FlakinessandElongationIndexCivilEngineersPK

    http://civilengineerspk.com/transportationengineeringexperiments/exp1flakinessandelongationindex/ 5/7

    9thoughtsonEXP1FLAKINESSANDELONGATIONINDEX

    2. While placing different fractions on the table, place them some distance apart so that no twofractionsmaygetmixed.

    3. Be careful while selecting the opening of the flakiness and elongation gauges for any particularfraction.FlakinessandElongationIndexFlakinessandElongationIndex

    Sharethis:

    webpage

    onJuly10,2014at20:21said:

    ExcellentwebsiteyouhaveherebutIwaswonderingifyouknewofanyforumsthatcoverthesametopicsdiscussedinthisarticle?

    IdreallylovetobeapartofgroupwhereIcangetresponsesfromotherexperiencedindividualsthatsharethesameinterest.Ifyouhaveanyrecommendations,pleaseletmeknow.Appreciateit!

    CivilEngineersPK

    onJuly28,2014at12:38said:

    Thanks

    Razakhussain

    onJuly28,2014at12:18said:

    Flanknessandelongationformula

    CivilEngineersPK

    http://civilengineerspk.wordpress.com/http://civilengineerspk.com/transportation-engineering-experiments/exp-1-flakiness-and-elongation-index/?share=twitter&nb=1http://civilengineerspk.com/transportation-engineering-experiments/exp-1-flakiness-and-elongation-index/?share=facebook&nb=1http://civilengineerspk.com/transportation-engineering-experiments/exp-1-flakiness-and-elongation-index/?share=linkedin&nb=1http://civilengineerspk.com/transportation-engineering-experiments/exp-1-flakiness-and-elongation-index/?share=email&nb=1http://blogspot.co.uk/http://civilengineerspk.wordpress.com/http://civilengineerspk.com/transportation-engineering-experiments/exp-1-flakiness-and-elongation-index/?share=google-plus-1&nb=1http://civilengineerspk.com/transportation-engineering-experiments/exp-1-flakiness-and-elongation-index/?share=pinterest&nb=1

  • 3/9/2015 Exp1FlakinessandElongationIndexCivilEngineersPK

    http://civilengineerspk.com/transportationengineeringexperiments/exp1flakinessandelongationindex/ 6/7

    onJuly28,2014at12:39said:

    Theabovegaugesareusedtoseparatethem

    MindFreak

    onNovember29,2014at11:36said:

    AOA!howmuchsamplehaveyoutakenforthisexperiment?

    eldaiab

    onDecember23,2014at08:21said:

    thelimitsgivenforflakinessandelongationareapplicableforalltypeofroads?

    UBAIDAHMAD

    onDecember24,2014at09:42said:

    pleaseseethecodesforthat

    sanjay

    onJanuary13,2015at17:42said:

    Pleaseprovideexcelcalculationsformat

    UBAIDAHMAD

    onJanuary14,2015at19:17said:

  • 3/9/2015 Exp1FlakinessandElongationIndexCivilEngineersPK

    http://civilengineerspk.com/transportationengineeringexperiments/exp1flakinessandelongationindex/ 7/7

    onlyMembershavetheaccess