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BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2021, Vol. 40 ›› Issue (12): 3918-3926.

• Cement and Concrete • Previous Articles     Next Articles

Preparation of Nano-Particles Reinforced Cement Paste Based on Response Surface Method

WANG Zhihang1, BAI Erlei1, XU Jinyu1,2, LUO Xin3, MENG Xin1, LIU Gaojie4, REN Biao1, ZHU Jingsai1   

  1. 1. Aviation Engineering School, Air Force Engineering University, Xi'an 710038, China;
    2. College of Mechanics and Civil Architecture, Northwest Polytechnic University, Xi'an 710072, China;
    3. National Defense Engineering Research Institute, Academy of Military Sciences, Beijing 100036, China;
    4. The Third Bureau of China Maritime Police Bureau, Guangzhou 510006, China
  • Online:2021-12-15 Published:2022-01-07

Abstract: Based on the response surface method, considering the three key influencing factors of nano-particles content (NPC), polycarboxylates superplasticizer content (PSC), and water-binder ratio (WBR), the response was based on the compressive strength of hardened cement paste. Using the central composite design method to design experiments, the strength models of nano-SiO2, nano-CaCO3, and nano-Al2O3 reinforced cement paste were established. The nano-CaCO3 reinforced cement paste strength model was taked as an example to analyze the influences of various factors on the strength and verify the strength model. The results show that when the mass ratio of nano-particle to cement is 0.027 0, the mass ratio of polycarboxylates superplasticizer to cement is 0.017 5, and water-binder ratio is 0.25, the three nano-particles reinforced cement pastes have higher strength. The strength models of nano-SiO2, nano-CaCO3, nano-Al2O3 reinforced cement paste have high accuracy and reliability. The compressive strength response value of nano-CaCO3 reinforced cement paste first increases and then decreases with the increase of NPC and PSC, and gradually decreases with the increase of WBR.

Key words: nano-particle, cement paste, preparation, strength model, response surface method, central composite design method

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