Meanwhile, the strength performance of HBCC inside the dam was studied by simulating the adiabatic temperature rise of dam concrete.
同时，模拟大坝工程内部混凝土的绝热温升变化规律，研究大坝内部混凝土的实际强度性能。
However, the hydration degree of binder, as well as the adiabatic temperature rise for high strength concrete, will be obviously decreased due to the increase of initial casting temperature.
但却会明显降低高强度等级混凝土所用胶凝材料的水化程度，使其绝热温升值下降。
In addition, it was able to confirm an effect to reduction of adiabatic temperature rise and improvement of fluidity of concrete.
此外，粉煤灰和石灰石替代部分水泥还能减小混凝土的绝热温升、改善其流动性。
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