Study of the waterproof performance and freeze–thaw resistance of cement mortar using stearic-acid-modified mica powder

Stearic-acid-modified mica powder (Sammp) was formulated in an attempt to enhance the water and corrosion resistance of cement mortar. The investigation focused on assessing the freeze–thaw (F/T) resistance of Sammp-modified cement mortars, including the water absorption, surface morphology, relative dynamic elastic modulus (RDEM), compressive strength and uniaxial compression behaviour. The water absorption of the Sammp-modified cement mortars decreased by 53.9–64.4% and they showed exhibited excellent F/T resistance, with the RDEM remaining above 90% after 90 F/T cycles, while the RDEM of control specimens decreased to 60%. After F/T treatment, the compressive strength of unmodified specimens experienced a loss rate of 9.74%, which was 3.7 times, 4.29 times and 1.92 times higher than that of the modified specimens with 1%, 3% and 5% Sammp, respectively. A uniaxial compression constitutive model was established to account for the effects of F/T cycles and Sammp contents on the uniaxial compression behaviour of cement mortar. The model demonstrated a strong and reliable correlation with the experimental data.

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Publication Details

Journal
Magazine of Concrete Research
Published
2024-11-21
DOI
https://doi.org/10.1680/jmacr.24.00215
Primary Topic
Concrete and Cement Materials Research
Type
article
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article

Study of the waterproof performance and freeze–thaw resistance of cement mortar using stearic-acid-modified mica powder

Qun Tang, Yang Lin, Yuyang Pang, Haofei Li et al.
Magazine of Concrete Research
Concrete and Cement Materials Research
article

Study of the waterproof performance and freeze–thaw resistance of cement mortar using stearic-acid-modified mica powder

Qun Tang, Yang Lin, Yuyang Pang, Haofei Li, Qiang Wang, Hailiang Wang
article en

Abstract

Stearic-acid-modified mica powder (Sammp) was formulated in an attempt to enhance the water and corrosion resistance of cement mortar. The investigation focused on assessing the freeze–thaw (F/T) resistance of Sammp-modified cement mortars, including the water absorption, surface morphology, relative dynamic elastic modulus (RDEM), compressive strength and uniaxial compression behaviour. The water absorption of the Sammp-modified cement mortars decreased by 53.9–64.4% and they showed exhibited excellent F/T resistance, with the RDEM remaining above 90% after 90 F/T cycles, while the RDEM of control specimens decreased to 60%. After F/T treatment, the compressive strength of unmodified specimens experienced a loss rate of 9.74%, which was 3.7 times, 4.29 times and 1.92 times higher than that of the modified specimens with 1%, 3% and 5% Sammp, respectively. A uniaxial compression constitutive model was established to account for the effects of F/T cycles and Sammp contents on the uniaxial compression behaviour of cement mortar. The model demonstrated a strong and reliable correlation with the experimental data.

Magazine of Concrete ResearchVol. 77(5-6)
Hebei University of Technology (CN), North China University of Water Resources and Electric Power (CN), Zhengzhou University (CN), Henan Province Water Conservancy Survey and Design Research (CN), China Power Engineering Consulting Group (China) (CN), Yellow River Institute of Hydraulic Research (CN)
Clean water and sanitation
Openalex Percentile: Top 76%
Concrete and Cement Materials Research
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Study of the waterproof performance and freeze–thaw resistance of cement mortar using stearic-acid-modified mica powder — Qun Tang, Yang Lin, et al. · Magazine of Concrete Research (2024) | TGRS Research Map | TGRS