Northwestern Mutual Tower Mat Foundation

For the evaluation of the concrete mix, SGH initially considered mix design modifications to control heat by slowing concrete strength gain, but the desired schedule, silo capacity, and other multi‑plant limitations prohibited mix changes. Using the adiabatic heat signature (AHS) curve based on trial batch testing of the proposed mix proportions, we analyzed the thermal performance of the mass concrete placements using FEMMASSE.

SGH helped CGS develop a placement plan that met their objectives while satisfying the project specifications and ACI guidelines for mass concrete placement. Our plan, which used a hybrid control system, included the following:

• Cooling tubes in the schedule-critical, 10 ft-thick section to control heat of hydration and regulate the core-to-surface temperature differential
• Insulation for less critical areas at side forms and top surfaces exposed to the elements
• Thermocouples installed in the mat foundation to measure temperatures after the mass concrete placement and verify that the measured temperatures were consistent with the SGH thermal model analysis