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1
A SEMINAR ON
BYKAVITHA B.S(4JC00CV016)
S.J.C.E.MYSORE
HIGH PERFORMANCE HIGH PERFORMANCE CONCRETECONCRETE
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INTRODUCTIONINTRODUCTION
•CONCRETE-MOST WIDELY USED CONCRETE-MOST WIDELY USED
CONSTRUCTION MATERIALCONSTRUCTION MATERIAL
•ANNUAL CONSUMPTION-100 MILLION mANNUAL CONSUMPTION-100 MILLION m33
•CONVENTIONAL CEMENT CONCRETE IS CONVENTIONAL CEMENT CONCRETE IS
DEFICIENT OFDEFICIENT OF
•DURABILITYDURABILITY
•TIME CONSUMPTIONTIME CONSUMPTION
•ENERGY ABSORPTIONENERGY ABSORPTION
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HIGH PERFORMANCE HIGH PERFORMANCE CONCRETECONCRETE
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SALIENT FEATURES OF HIGH SALIENT FEATURES OF HIGH PERFORMANCE CONCRETEPERFORMANCE CONCRETE
•HIGH WORKABILITYHIGH WORKABILITY
•HIGH COMPRESSIVE STRENGTHHIGH COMPRESSIVE STRENGTH
•SEVERE ENVIRONMENTSEVERE ENVIRONMENT
•COSTCOST
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DEFINITIONDEFINITION
““A CONCRETE WHICH MEETS SPECIAL A CONCRETE WHICH MEETS SPECIAL
PERFORMANCE AND UNIFORMITY PERFORMANCE AND UNIFORMITY
REQUIREMENTS THAT CANNOT ALWAYS BE REQUIREMENTS THAT CANNOT ALWAYS BE
ACHIEVED ROUTINELY BY USING ONLY ACHIEVED ROUTINELY BY USING ONLY
CONVENTIONAL MATERIALS AND NORMAL CONVENTIONAL MATERIALS AND NORMAL
MIXING,PLACING AND CURING PRACTICES”MIXING,PLACING AND CURING PRACTICES”
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SELECTION OF MATERIALSSELECTION OF MATERIALS
SELECTION OF SUITABLE INGREDIENTSSELECTION OF SUITABLE INGREDIENTS
DETERMINATIOM OF QUANTITIESDETERMINATIOM OF QUANTITIES
CAREFUL QUALITY CONTROLCAREFUL QUALITY CONTROL
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CEMENTCEMENT
LITTLE AMOUNT OF CLITTLE AMOUNT OF C33AA
FINELY GROUNDFINELY GROUND
FINE AGGREGATESFINE AGGREGATES
RIVER SAND AND CRUSHED STONESRIVER SAND AND CRUSHED STONES
COARSER SANDCOARSER SAND
MINIMUM VOID RATIOMINIMUM VOID RATIO
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COARSE AGGREGATECOARSE AGGREGATE STRONGESTCOMPONENTSTRONGESTCOMPONENT
SIZE NOT EXCEEDING 20MPaSIZE NOT EXCEEDING 20MPa
CUBIC IN SHAPECUBIC IN SHAPE
NOT FLAKY OR ELONGATEDNOT FLAKY OR ELONGATED
WATERWATER
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CHEMICAL ADMIXTURESCHEMICAL ADMIXTURES
IMPROVE WORKABILITYIMPROVE WORKABILITY
DECREASE IN WATER REQUIREMENTDECREASE IN WATER REQUIREMENT
TYPES OF CHEMICAL ADMIXTURES:TYPES OF CHEMICAL ADMIXTURES:
PLASTICIZERSPLASTICIZERSSUPER PLASTICIZERSSUPER PLASTICIZERSRETARDERS RETARDERS AIR ENTRAINING AGENTSAIR ENTRAINING AGENTS
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MINERAL ADMIXTURESMINERAL ADMIXTURESCEMENT MATRIX-DENSER AND CEMENT MATRIX-DENSER AND STRONGERSTRONGER
TYPES OF MINERAL ADMIXTURESTYPES OF MINERAL ADMIXTURES
FLY ASH FLY ASH
SILICA FUMESILICA FUME
CARBON BLACK POWDERCARBON BLACK POWDER
GYPSUM BASED MINERAL GYPSUM BASED MINERAL ADMIXTURESADMIXTURES
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BEHAVIOUR OF FRESH HPCBEHAVIOUR OF FRESH HPC
•WORKABILITYWORKABILITY
VERY GOODVERY GOOD
PUMPED VERY WELLPUMPED VERY WELL
WITHOUT SEGREGATION AND WITHOUT SEGREGATION AND VOIDSVOIDS
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SETTING TIMESETTING TIME
DEPENDS ON APPLICATIONDEPENDS ON APPLICATION
WATER REDUCING ADMIXTURESWATER REDUCING ADMIXTURES
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BEHAVIOUR OF HARDENED HPCBEHAVIOUR OF HARDENED HPC
•SHORT TERM PROPERTIES:SHORT TERM PROPERTIES:
COMPRESSIVE STRENGTHCOMPRESSIVE STRENGTHTENSILE STRENGTHTENSILE STRENGTH
•LONG TERM PROPERTIES:LONG TERM PROPERTIES:
DURABILITYDURABILITYPERMEABILITYPERMEABILITY
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STRENGTHSTRENGTH
CONSTITUENT MATERIALSCONSTITUENT MATERIALS
METHOD OF TESTINGMETHOD OF TESTING
RATE OF LOADINGRATE OF LOADING
CURING TECHNIQUESCURING TECHNIQUES
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COMPRESSIVE STRENGTHCOMPRESSIVE STRENGTH
28 DAYS STRENGTH UPTO 80 Mpa28 DAYS STRENGTH UPTO 80 Mpa
90 DAYS STRENGTH UPTO 130 Mpa90 DAYS STRENGTH UPTO 130 Mpa
FUTURE-140MPaFUTURE-140MPa
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TENSILE STRENGTHTENSILE STRENGTH
GOVERNS THE CRACKING BEHAVIOURGOVERNS THE CRACKING BEHAVIOUR
DIRECT TENSILE TESTDIRECT TENSILE TEST
SPLIT TENSILE TESTSPLIT TENSILE TEST
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DURABILITY CHARACTERISTICSDURABILITY CHARACTERISTICS
LOW PERMEABILITYLOW PERMEABILITY
STEEL PROTECTEDSTEEL PROTECTED
ABRASION RESISTANCEABRASION RESISTANCE
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WHEN TO USE HPCWHEN TO USE HPC
SEVERE EXPOSURE CONDITIONSSEVERE EXPOSURE CONDITIONS
INCREASE DURABILITYINCREASE DURABILITY
PREVENT DETERIORATION OF PREVENT DETERIORATION OF CONCRETE CONCRETE
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APPLICATIONSAPPLICATIONS
BRIDGESBRIDGES
HIGH RISE BUILDINGSHIGH RISE BUILDINGS
TUNNELSTUNNELS
PAVEMENTSPAVEMENTS
NUCLEAR STRUCTURESNUCLEAR STRUCTURES
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CASE STUDYCASE STUDY::JOIGNY BRIDGEJOIGNY BRIDGE
BUILT ACROSS RIVER YONNEBUILT ACROSS RIVER YONNE
THREE SPAN BRIDGETHREE SPAN BRIDGE
HEIGHT OF 2.2mHEIGHT OF 2.2m
WIDTH OF 15.8mWIDTH OF 15.8m
FRENCH CODESFRENCH CODES
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REDUCTION IN CONCRETE REDUCTION IN CONCRETE VOLUMEVOLUME
28 DAYS STRENGTH OF 70MPa28 DAYS STRENGTH OF 70MPa
PUMPINGPUMPING
SUFFICIENT SETTING TIMESUFFICIENT SETTING TIME
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CONCRETE STRENGTH-91.7MPa CONCRETE STRENGTH-91.7MPa AND 65.5MPaAND 65.5MPa
TENSILE STRENGTH-5.1MPaTENSILE STRENGTH-5.1MPa
FIRST BRIDGE WITH 60MPaFIRST BRIDGE WITH 60MPa
COMPLETED IN 1989COMPLETED IN 1989
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JOIGNY BRIDGE
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PETRONAS TOWERS
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NUCLEAR REACTOR, FRANCENUCLEAR REACTOR, FRANCE
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LA GRANDE ARCHE, PARISLA GRANDE ARCHE, PARIS
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THE RE ISLAND BRIDGE,FRANCETHE RE ISLAND BRIDGE,FRANCE
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THE GREAT HASSAN II MOSQUE,MOROCCOTHE GREAT HASSAN II MOSQUE,MOROCCO
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HIGHWAY BRIDGE, HONGKONGHIGHWAY BRIDGE, HONGKONG
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WATER TOWER WATER TOWER PLACE,CHICAGOPLACE,CHICAGO
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ADVANTAGESADVANTAGES
REDUCTION IN SIZE OF REDUCTION IN SIZE OF STRUCTURAL MEMBERSSTRUCTURAL MEMBERS
SPEED OF CONSTRUCTIONSPEED OF CONSTRUCTION
WORKABILITY AND WORKABILITY AND PUMPABILITYPUMPABILITY
ECONOMICAL MATERIAL IN ECONOMICAL MATERIAL IN TERMS OF TIME AND MONEYTERMS OF TIME AND MONEY
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HIGHER SEISMIC RESISTANCEHIGHER SEISMIC RESISTANCE
IMPROVED DURABILITYIMPROVED DURABILITY
ABRASION RESISTANCEABRASION RESISTANCE
HIGH TENSILE STRENGTHHIGH TENSILE STRENGTH
REDUCEDREDUCED MAINTENANCE COSTMAINTENANCE COST
ADVANTAGES(CONT..)ADVANTAGES(CONT..)
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LIMITATIONSLIMITATIONS
AN EXTENDED QUALITY CONTROLAN EXTENDED QUALITY CONTROL
COSTCOST
SPECIAL CONSTITUENTSSPECIAL CONSTITUENTS
MANUFACTURED AND PLACED MANUFACTURED AND PLACED CAREFULLYCAREFULLY
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CONCLUSIONSCONCLUSIONS
DURABILITY CONSIDERATIONSDURABILITY CONSIDERATIONS
INITIAL COST IS HIGHINITIAL COST IS HIGH
REDUCED SIZE OF STRUCTURAL REDUCED SIZE OF STRUCTURAL MEMBERSMEMBERS
PRECAST PRODUCTSPRECAST PRODUCTS
EFFECTIVE UTILIZATION OF EFFECTIVE UTILIZATION OF INDUSTRIAL WASTESINDUSTRIAL WASTES
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REFERENCES:REFERENCES:
YVES MALIER, “HIGH PERFORMANCE YVES MALIER, “HIGH PERFORMANCE CONCRETE”, E&FN SPON, LONDONCONCRETE”, E&FN SPON, LONDON
A.M.NEVILLE, “PROPERTIES OF CONCRETE”, A.M.NEVILLE, “PROPERTIES OF CONCRETE”, PEARSON EDUCATION PTE LTD, ENGLAND.PEARSON EDUCATION PTE LTD, ENGLAND.
DR R.JAGADISH, “HIGH PERFORMANCE DR R.JAGADISH, “HIGH PERFORMANCE CONCRTE”, PROCEEDINGS OF SHORT TERM CONCRTE”, PROCEEDINGS OF SHORT TERM TRAINING PROGRAM ON ADVANCES IN TRAINING PROGRAM ON ADVANCES IN CEMENTIOUS MATERIALS AND TESTING.CEMENTIOUS MATERIALS AND TESTING.
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