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Effects of aggregates on the mechanical properties and microstructure of geothermal metakaolin-based geopolymers

机译:聚集体对地热偏毒素基地聚合物机械性能和微观结构的影响

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Geothermal clay rich in kaolinite was first prepared into geopolymers in the preparation of alkali-activated cementitious binders (AACBs). Effects of silica sand and steel fiber aggregates on the microstructure and mechanical strength of the geothermal-metakaolin-based geopolymer were studied. Measurements of compressive strength, X-ray diffraction (XRD), Fourier-transform infrared spectroscopy (FTIR), scanning electron microscopy (SEM), Brunauer-Emmett-Teller (BET) and nuclear magnetic resonance (NMR) were used to characterize the geopolymers. With the replacement of silica sand, combination between sand and geopolymer gel was formed, the geopolymers therefore showed compressive strength higher than 34?MPa with silica sand up to 50%. However, silica sand of coarse particle size (0.3–0.6?mm) caused porous structure in the geopolymers, hindering the increase in their compressive strength. With the replacement of steel fiber, the flexural strength and flexural fracture toughness of the geopolymers were greatly improved.
机译:首先将富含高岭石的地热粘土制备在制备碱活化水泥粘合剂(AACB)的地质聚合物中。二氧化硅砂和钢纤维聚集对基于地热质核苷酸的地质聚合物的微观结构和机械强度的影响。使用抗压强度的测量,X射线衍射(XRD),傅立叶变换红外光谱(FTIR),扫描电子显微镜(SEM),Brunauer-Emmett-Teller(Bet)和核磁共振(NMR)来表征地质聚合物。随着硅砂的替代,形成了砂和地缘聚合物凝胶之间的组合,因此地质聚合物显示出压缩强度高于34μm的硅砂,硅砂高达50%。然而,粗粒尺寸(0.3-0.6Ωmm)的硅砂在地质聚合物中引起多孔结构,阻碍了它们的抗压强度的增加。随着钢纤维的替代,地质聚合物的弯曲强度和弯曲断裂韧性得到大大提高。

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