4.7 Article

The effect of pore behavior and gel structure on the mechanical property at different initial water content

期刊

CONSTRUCTION AND BUILDING MATERIALS
卷 309, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2021.125146

关键词

Geopolymer; Water content; Compressive strength; Pore structure; Gel structure

资金

  1. National Natural Science Foundation of China [52004186]
  2. National Key R&D Program of China [2018YFC1900601]
  3. China Postdoctoral Science Foundation [2019 M652722]

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This study investigated the effect of initial water content on pore behavior and gel structure of geopolymers by synthesizing geopolymers with different water contents. The results showed that increasing water content led to a significant decrease in compressive strength of geopolymers, as well as the transformation of harmless pores to harmful pores. Additionally, excess water introduced to the geopolymer network resulted in an increase in Q3 structures, leading to a decrease in polymerization degree and mechanical properties of geopolymers.
This study synthesized geopolymers with different content of water from 34.35% (10 mol) to 43.97% (15 mol), and the effect of initial water content in pore behavior and gel structure of geopolymer was investigated. The microstructure of geopolymer was characterized through MIP analysis, SEM, TGA-MS, XRD, FTIR and NMR measurement. As the water content in synthesis increasing, the compressive strength of geopolymer significantly decreased from 40.3 MPa to 10.2 MPa. The high initial water content results in a large increase in the diameter of pore in geopolymer, which lead to the transformation of harmless pores to harmful pores. In addition, excess water will also introduce more water to participate in the geopolymer network, so that the content of Q3 structures increased 2.94% from 19.24%, which leads to a decrease in the degree of polymerization. Both of pore behavior and gel structure changes reduce the mechanical property of geopolymers. When the initial water content is low (10-11 mol), the change of geopolymer gel structure has a greater impact on the strength of the geopolymer, while when it is high (12-15 mol), the compressive strength is dominated by the pore structure.

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