Dr.Vilas Deshmukh

Dr.Vilas Deshmukh

Tuesday, August 6, 2013

Significance of mix design in pavement
Some people may find the concept revolutionary but that is what it is

Significance of mix design to achieve higher flexural strength required for pavement.

There is a tendency of the Engineer fraternity to increase the compressive and flexural strength of concrete by addition of more cement in the concrete mix. Therefore further calculations like grade of concrete is based on the quantity of cement in the concrete mix. It is generally assumed that   M-40 grade concrete means 400kg of cement.
But because of the advances in admixture the M-40 grade concrete can be achieved by adding 300-350 kg of cement.

Role of flyash in the mix to achieve higher flexural strength

 There is a misconception that addition of flyash deteriorate the concrete properties.That may be true to some extent in construction industry but in pavement addition of 40-50% of flyash in concrete mix help in improvement of flexural strength of the concrete.

What happens to concrete mix   by adding flyash

There is an interfacial zone  exist in between aggregate and cement which controls the properties of concrete .By adding fine and pozzolonic material like flyash it helps concrete to become impervious.
Addition of  flyash and high water reducing admixture  SCC concrete
is achieved

Advantages of flyash addition in concrete mix for pavement

·         Improvement in flexural strength
·         The interfacial zone is impervious
·         The hydration mechanism is modified
Ideal design to achieve M-40 grade pavement quality concrete

Material
Quantity kg per M3
Cement
350-380
Flyash
150-200
Microsilica
10-30
Admixture
4-5
Water
150-180
The result of the above mix

Pothole free road tested for last seven years. No cracks

1 comment:

  1. PAVEMENT AND PATCHING KALMATRON(R) KF-G CONCRETE REHABILITATION SPRAY for renovation of concrete rheology by closing of shrinkage cracks, restoration of strength & impermeability by spray

    Dear Colleagues,

    Strengthening and waterproofing of concrete matrix of flyover is available by the spray of designed for patching roads, runways, pavements and sidewalks, heavily trafficked industrial floors, manholes, gas stations, sewage tanks, i.e. KALMATRON® KF-G at
    http://www.kalmatron.com/8-KF-G.html
    with guaranteed impermeability to the liquid and carbonization protection. Since the loss of the strength is not known, whole span of flyover must be diagnosed by non destructive method on 7-th day after KF-G application.

    Using gritting lorries to protect roads in danger of melting in the current heatwave. It's relevant to the asphalt roads only. If it would be for concrete ones,
    we could be the winners with KF-G. KALMATRON® KF-G application.

    If strength increasing is not enough yet, apply KF-G second time. It may replace using post-tensioning procedure.

    KALMATRON® KF-G
    CONCRETE REHABILITATION SPRAY for renovation of concrete rheology by closing of shrinkage cracks, restoration of strength & impermeability by spray of 0.25 ÷ 0.35 Kg of KF-G dissolved with 1 Liter of water on 0.65 ÷ 1 m2 of surface.

    As it said above, we can guarantee water resistance restoration after first pass of KALMATRON® KF-G application.

    CRACKED CONCRETE REPAIR BY KALMATRON® KF-G
    Surface preparation
    1. Spray water with consumption 6 Liters/m2;
    Slurry preparation for crack up to 2 mm wide
    2. Dissolve 300 Gram of KF-G into 1 Liter of water;
    3. Add 500 Gram of Cement;
    4. Mix up to the slurry consistency;
    Slurry preparation for crack at 3 mm wide
    5. Dissolve 300 Gram of KF-G into 1 Liter of water;
    6. Add 500 Gram of Cement and 200 Gram of Fine Sand;
    7. Mix up to the slurry consistency with W/C=2.6;
    Application
    8. Dispense 2 Kg of slurry onto 1m2 of the damaged concrete.
    9. During of slurry dispensing, i.e.simultaneously move slurry by the skid ruler in a mopping manner.
    Adjustments
    10. Adjustment of slurry consistency requires when it too stiff to fill up the cracks by simple mopping or too soupy to stay into the cracks by absorbing and seeping through.
    11. Practically feasible one time slurry batch should weight at 20 Kg to 40 Kg to get maximal slurry performance.
    12. In a case of stiff slurry, add a water into the slurry per 2 Kg as follows:
    2 Kg [Slurry] + 200 Gram [Water] during of intense blending with W/C = 3;
    13. In a case of soupy slurry, add a cement into the slurry per 2 Kg as follows:
    2 Kg [Slurry] + 150 Gramm [Cement] during of intense blending with W/C=2.
    Notice
    14. Preparation of the slurry batch at 40 Kg gives maximal effect of plasticity where adjustments provided by blending time
    The most reliable technology to avoid shrinkage cracks is application of KALMATRON® KF-A http://www.kalmatron.com/2-KF-A.html admixture or its liquid version K100® http://www.kalmatron.com/K100.html

    With Best Regards,
    Mr. Dilip Shah
    NRD Industries
    USA
    E-mail : nrdindustries@gmail.com,
    Skype ID: dilipshah26
    Dr. Alex Rusinoff
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