Lee Giyeol, Na Okpin
Department of Landscape Architecture, College of Agriculture and Life Science, Chonnam National University, Gwangju 61186, Korea.
R&D Division, Hyundai E&C, Yongin-si 16891, Korea.
Materials (Basel). 2021 Apr 22;14(9):2129. doi: 10.3390/ma14092129.
The purpose of this study is to suggest the optimum mix design with a high volume of GGBS (Ground Granulated Blast-furnace Slag) replacement and the procedure of the cryogenic test to consider mechanical and thermal properties, and durability performance. To decide the optimum mix design, four mix designs with high-volume of GGBS replacement were suggested, in terms of the slump and retention time. Based on the test results, with respect to the workability and compressive strength, the mixtures with 65% of GGBS (C40-2 and C40-4) were better than the mixtures with 50% and 60% of GGBS (C40-1 and C40-3). After selecting two mixtures, two types of cryogenic test methods were conducted under one-cycle cryogenic condition (Test A) and 50-cycles cryogenic condition (Test B). As a result, in Test A, the compressive strength and elastic modulus of the C40-2 and C40-4 mixtures tended to be decreased over time, because of the volume expansion of ice crystals contained in the capillary pores. In Test B, the mechanical properties of the C40-4 mixture were better than those of the C40-2 mixture, in terms of the reduction rate of compressive strength and elastic modulus. In the view of the heat of hydration, the semi-adiabatic test was conducted. In the results, the C40-4 mixture was better to control the thermal cracks. Thus, the C40-4 mixture would be more suitable for cryogenic concrete and this procedure could be helpful to decide the mixture of cryogenic concrete. In the future, the long-term performance of cryogenic concrete needs to be investigated.
本研究的目的是提出一种高掺量粒化高炉矿渣(GGBS)替代的最佳配合比设计以及低温试验程序,以考虑力学和热性能以及耐久性。为确定最佳配合比设计,根据坍落度和保持时间,提出了四种高掺量GGBS替代的配合比设计。基于试验结果,在工作性和抗压强度方面,65%GGBS的混合料(C40 - 2和C40 - 4)优于50%和60%GGBS的混合料(C40 - 1和C40 - 3)。选定两种混合料后,在单循环低温条件(试验A)和50次循环低温条件(试验B)下进行了两种低温试验方法。结果,在试验A中,由于毛细孔中所含冰晶的体积膨胀,C40 - 2和C40 - 4混合料的抗压强度和弹性模量随时间趋于降低。在试验B中,就抗压强度和弹性模量的降低率而言,C40 - 4混合料的力学性能优于C40 - 2混合料。从水化热的角度进行了半绝热试验。结果表明,C40 - 4混合料更有利于控制热裂缝。因此,C40 - 4混合料更适合用于低温混凝土,该程序有助于确定低温混凝土的配合比。未来,需要研究低温混凝土的长期性能。