Effect of colloidal nano silica on the freeze-thaw resistance and air void system of portland cement concrete-Reference-Cited by-同舟云学术

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Effect of colloidal nano silica on the freeze-thaw resistance and air void system of portland cement concrete

Published:2024-06 Issue: Volume:86 Page:108888
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Huang Cihang,Nantung Tommy,Feng Yining^ORCID,Lu Na

Publisher

Elsevier BV

Reference52 articles.

1. Relationship between flexural strength and pore structure of pavement concrete under fatigue loads and Freeze-thaw interaction in seasonal frozen regions;Shen;Construct. Build. Mater.,2018

2. Freeze-thaw durability of concrete: ice formation process in pores;Cai;Cement Concr. Res.,1998

3. A micro freeze-thaw damage model of concrete with fractal dimension;Jin;Construct. Build. Mater.,2020

4. Pore characteristics (>0.1 mm) of non-air entrained concrete destroyed by freeze-thaw cycles based on CT scanning and 3D printing;Tian;Cold Reg. Sci. Technol.,2018

5. A review of the impact of micro- and nanoparticles on freeze-thaw durability of hardened concrete: mechanism perspective;Ebrahimi;Construct. Build. Mater.,2018

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Influence of the multiple element ions contained in seawater and sea sand on the freeze-thaw resistance of cementitious materials;Journal of Building Engineering;2024-10

2. The effect of freeze-thaw cycles and sulfuric acid attack separately on the compressive strength and microstructure of 3D-printed air-entrained concrete;Construction and Building Materials;2024-08

3. Influence of the colloidal nano silica on the bonding of new-to-old concrete interface;Construction and Building Materials;2024-05

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