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首页> 外文期刊>Advances in materials science and engineering >Degradation of Roller-Compacted Concrete Subjected to Freeze-Thaw Cycles and Immersion in Potassium Acetate Solution
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Degradation of Roller-Compacted Concrete Subjected to Freeze-Thaw Cycles and Immersion in Potassium Acetate Solution

机译:冻融循环和浸入乙酸钾溶液对碾压混凝土的降解

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Two sets of roller-compacted concrete (RCC) samples cured for 28 days were subjected to freeze-thaw (F-T) cycles and immersion in laboratory conditions. F-T cycles in water and water-potassium acetate solution (50% by weight) were carried out and followed by the flexural impact test. The weight loss, the dynamic elastic modulus (), the mechanical properties, and the residual strain of RCC were measured. The impact energy was calculated based on the final number of the impact test. The results show that the effect of F-T cycles in KAc solution on the weight loss and of RCC is slight. , the compressive strength, and the flexural strength of RCC with 250 F-T cycles in KAc solution decrease by 3.8%, 23%, and 36%, respectively. The content (by weight) of K
机译:将两组固化28天的碾压混凝土(RCC)样品进行冻融(F-T)循环,并浸入实验室条件下。在水和水-乙酸钾溶液(按重量计50%)中进行F-T循环,然后进行弯曲冲击试验。测量了RCC的重量损失,动态弹性模量(),机械性能和残余应变。根据冲击试验的最终次数计算冲击能量。结果表明,在KAc溶液中F-T循环对重量损失和RCC的影响很小。在KAc溶液中经过250次F-T循环后,RCC的抗压强度和抗弯强度分别降低了3.8%,23%和36%。钾含量(重量)

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