2. cement composition and special cements - part 2

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    Typical composition

    Compound Composition

    C3S: 4560% C2S: 1530%

    C3A: 612%

    C4AF: 68%

    Gypsum ~ 4%

    Oxide Composition

    CaO: 6067% SiO2: 1725%

    Al2O3: 38%

    Fe2O3: 0.56% MgO: 0.54%

    Alkalis (as Na2O): 0.31.2%

    SO3: 2.03.5% Loss of ignition - 2 %

    Insoluble residue0.5 %

    Additivesup to 5% 1

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    Types of cements

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    Cements are classified based on:

    Chemical CompositionPhysical properties

    Additives to the cement powder

    Special purpose

    ASTM Classification (ASTM C150)

    Type I: General purpose (Type IA for air entrained cement)

    Type II: Moderately sulphate resistant, and moderate heat of

    hydration (Type IIA for air entrained cement)

    Type III: High early strength

    Type IV: Low heat of hydration

    Type V: Sulphate resistant

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    ompoun compos t on

    3

    ASTM

    TypeC3S (%) C2S (%) C3A (%) C4AF (%)

    I 45-55 20-30 8-12 6-10II 40-50 25-35 5-7 10-15

    III 50-65 15-25 8-14 6-10

    IV 25-35 40-50 5-7 10-15

    V 40-50 25-35 0-4 10-20

    In general, in relation to Type I cement,

    Type II has marginally lower C3S and C3A

    Type III has marginally higher C3S, and a higher fineness

    Type IV has lower C3S (lower than Type II) and C3A

    Type V has lower C3A (lower than Type IV)

    ASTM C 595 also classifies two blended cements

    Portland Slag Cement (Type IS) consists of 2570% slag by mass

    Portland Pozzolana Cement (Type IP) consists of 1540% fly ash

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    BIS classifies cements into the following major categories:

    Ordinary Portland Cement 33 gradeIS:269 (1989)

    43 gradeIS:8112 (1989)

    53 gradeIS:12269 (2004)

    Portland Cement, Low HeatIS:12600-1989

    Rapid Hardening Portland CementIS:8041-1978Portland-Pozzolana Cement (PPC)IS:1489-1976

    Portland-Slag Cement (PSC)IS 455-1976

    Sulphate Resisting CementIS 12330

    OPC vs. PPC

    1. Availability

    2. Strength and durability of concrete

    BIS Classification

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    Expansive cements (Shrinkage compensating) ASTM 845-90

    Expansion upon hydration

    Alumino-sulphate additives that cause extensive ettringite

    formation in the early stages of cement hydration.

    Rapid setting cement

    Mixture of Plaster of Paris or Calcium Aluminate Cement

    with OPC

    Setting within 1015 minutes is desired.

    White cement (IS 8042)

    low in Fe2O3 (Max. 1%), is used for architectural

    purposes, and to make coloured concrete (by use of

    pigments).

    Cements for special purpose

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    Oil Well Cements

    Used for cementing steel castings to rock formationsduring oil drilling. The cement is pumped as slurry,

    which needs to be fluid under service conditions, and

    then harden quickly.

    Reduced C3A and fineness, and sometimes retarders

    are used for setting and accelerators for strength gain

    Masonry cements (IS 3466)

    Mixture of OPC clinker, gypsum, and limestone

    powder, along with an air-entraining plasticizer.

    Provide better applicability to masonry mortar.

    Cements for special purpose

    C f i l

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    Supersulphated cements (IS 6909, BS 4248:1974)

    Based on blast furnace slag (80%), with a high amount

    of gypsum (15%), along with a little PC clinker or limeas activators.

    Fineness 400500 m2/kg

    highly resistant to sulphate and marine environments

    Slow hydration leads to very little heat (200 J/g).

    Calcium aluminate cements (High Alumina Cement)

    Prepared using limestone and bauxite as raw materials Resultant cement has CA as its main ingredient

    highly resistant to acidic and sulphate environment

    Major problem - loss of strength with age

    CA cement is used in refractory linings for furnaces

    Cements for special purpose

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    Cements for special purpose

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    Hydrophobic Cement (IS 8043-1991)

    Water repellent chemicals to OPC clinker at the grinding

    stage

    Can be stored under humid and damp conditions forprolonged periods

    Film around cement grain breaks down when vigorously

    mixed with aggregates.

    Slightly longer mixing time for making concrete with

    Hydrophobic Cement

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    Phase systems

    A molten mixture of the calcined feedstock can crystallizeinto various different compositions upon reachingequilibrium in the cooling process.

    Based upon the starting composition of the raw materials,the final phase assemblage that forms will depend on thenumerous phase diagrams that exist within the CaO SiO2

    Al2O3Fe2O3 system.

    These include binary, ternary, and quaternary phasediagrams, depending on whether the system has two, three,or four components.

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    Ternary phase systems Two primary systems exist for cement:

    CaO-SiO2-Al2O3 and CaO-Al2O3-Fe2O3

    The first system is composed of binary phases that

    make up nearly 90% of Portland cementC3S, C

    2S,

    C3A, C12A7

    Lime-rich portion of phase diagram significant for PC

    The second system is composed of various solid

    solutions; C4AF is also one

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    C-S-A system

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    12http://www.ce.berkeley.edu/~paulmont/165/expansive_cements.pdf

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    Some basics of Phase Diagrams

    Lets consider a simple system of sugar and water

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    Oil Well Cement- Composition

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    Oxide % Compound %

    CaO 64 C3S 62

    SiO2 22 C2S 15

    Al2O3 3 C3A 1Fe2O3 5 C4AF + 2C3A 16

    MgO 1

    SO3 2.2LOI 0.60

    IR 0.30