Use Maturity to Determine the Allowable Variation in Temperature

temperature differential in mass concrete elements
temperature differential in mass concrete elements

Determining the Allowable Variation in Concrete Temperature with the Maturity Method

Measuring the temperature differential in mass concrete elements is essential. Because of the mass effect, the concrete core can have a really high temperature while the surface, which is greatly affected by environmental conditions, tends to be cooler. If the difference in temperature between the core and the surface is too large, it can cause internal thermal stress. If the tensile strength of the concrete is not high enough to withstand the thermal stress it can create significant cracking.

 

The ACI 207- Mass Concrete guideline states that the difference in temperature between the center of the element and the surface must remain smaller than 20ºC (35 ºF) during curing. In the majority of cases this approach is very conservative, in other cases it can be an overestimation of the allowable gradient.

Temperature differential associated with cracking

As concrete hardens the tensile strength increases, which means that the concrete is actually able to withstand higher temperature gradient differential as it cures. In the past, obtaining the actual in-place strength was a challenge, but with recent developments in technology, using concrete maturity testing to determine the in-place strength as become a lot easier. By measuring the in-place strength based on the maturity value, it is possible to determine the actual temperature differential allowed in order to prevent cracking. The following temperature difference limit equation can be used:

 

Temperature Difference Limit (°F)`= (f’t)/(E*CTE*R*C)`
 

F’t, which represents the tensile strength, can be monitored at the surface of the mass element by using the maturity method. This requires a maturity calibration to be done before the pour. “E” represents the modulus of elasticity and “C” the creep factor, which can be taken as 1 to be conservative. The coefficient of thermal expansion (CTE) can be obtained by performing the AASHTO T336 test. Additional information on how to obtain these factors are provided in ACI 207.2R.

Using concrete maturity testing to determine the allowable variation in temperature in your mass pour can reduce the amount of heating or the cooling required as well as provide the appropriate length of time for curing.

 

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2 Responses

  1. Hello Ms Sara
    As usual you give us very valuable technical data… Thank again…
    But i have question???

    What is the best ways the reduce differential temperature between core and surface??? Adjust amount of cement??? Or cover concrete by blanket ?? Or other??

    Regards

    1. There are multiple options that can be used to minimize the differential temperature between the core and the surface, some are more costly than others.
      It is recommended to do preliminary calculations using some available models to predict the maximum temperature and the temperature differential in your element. Optimizing your mix design by changing the type of cement, adding Class F fly ash or slag can have an important impact in reducing the heat of hydration.
      During placement, techniques such as using cold water, ice, precooling aggregates, or in some more rare cases liquid nitrogen cools down the initial temperature of the concrete.
      Another more complex technique consists of adding cooling pipes to the design which can effectively reduce the core temperature. A simpler option is to provide appropriate insulation to maintain higher surface temperature. This technique reduces the rate of cooling which in turn might require a longer time before the insulation can be removed.

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