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Effect of geogrid reinforcement on the drying shrinkage and thermal expansion of geopolymer concrete

机译:地质格栅加固对地缘聚合物混凝土干燥收缩和热膨胀的影响

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摘要

The effect of triaxial geogrid reinforcement on the thermal expansion and drying shrinkage of geopolymer concrete (GPC) was experimentally investigated. Three groups of GPC prism specimens with a length of 280 mm and a cross-section of 75 mm x 75 mm were prepared and tested in this study. The first group included six unreinforced GPC specimens and was considered as the control group of specimens. The second group included six GPC specimens reinforced with one layer of geogrid. The third group included six GPC specimens reinforced with two layers of geogrid. The triaxial geogrid reinforcement was placed at a depth of 37.5 mm from the surface of the specimen. The tests were carried out by drying the GPC specimens in a controlled environmental chamber at a temperature of 27 +/- 4 degrees C and a relative humidity of 50 +/- 10% for 98 days. It was found that the geogrid significantly reduced the thermal expansion and drying shrinkage of GPC specimens. The thermal expansion and drying shrinkage were less in the GPC specimens reinforced with two layers of geogrid compared to the GPC specimens reinforced with one layer of geogrid. It was also found that the rate of thermal expansion and drying shrinkage of the GPC specimens reinforced with geogrid was lower than that of the control unreinforced GPC specimens.
机译:实验研究了三轴土工格栅增强对地质混凝土(GPC)热膨胀和干燥收缩的影响。制备三组GPC棱镜样品,​​长度为280mm,横截面为75mm×75mm,并在本研究中进行测试。第一个组包括六种未合适的GPC标本,被认为是标本的对照组。第二组包括用一层土工格栅增强六种GPC样本。第三组包括用两层土工格栅增强了六种GPC标本。三轴地质格栅增强件距样品表面37.5mm的深度。通过在27 +/- 4℃的温度和98天的温度下在受控环境室中干燥GPC样品,通过50 + / -10%的相对湿度来进行测试。发现地质格栅显着降低了GPC样本的热膨胀和干燥收缩。与用一层土工格栅增强的GPC样本相比,GPC标本中加强的GPC样本中的热膨胀和干燥收缩较少。还发现,通过地质格栅增强的GPC样本的热膨胀和干燥收缩速率低于控制不良的GPC样本的GPC样本。

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