Synergistic effects of cement–silica fume composite on expansive soil stabilization: Mechanisms, microstructure, and durability

• Cement-silica fume composites effectively stabilize expansive soils. • Stabilized soil retains 84.4% strength after wet-dry cycles. • Swelling and shrinkage rates are kept below 1.1% in cycles. • Free swelling rate reduced to below 14% with composite blends. • Synergistic reaction forms a denser gel network in the soil. This study systematically investigates the stabilization of expansive soils using cement-silica fume composites, focusing on the role of calcium silicate hydrate (C-S-H) gel formation in enhancing soil durability under wetting-drying cycles. Expansive soil collected from Gaochun District, Nanjing, was stabilized through an experimental program incorporating single-component treatments (cement or silica fume at 1%, 3%, and 5%) and composite mixtures with cement-to-silica fume ratios of 1:1 (C1S1) and 1:3 (C1S3). The results demonstrate that while cement alone is most effective for initial plasticity reduction, the composite system provides an optimized balance of properties, excelling in compaction and long-term durability. Specifically, the 5% C1S1 mixture achieves an optimal plasticity index of 12.5, maximum dry density of 1.68 g/cm³, and effectively reduces the free swelling rate to 13.80% after 28 days. Under cyclic wetting-drying conditions, the 3% C1S1 mixture exhibits exceptional durability, retaining 84.4% of its initial unconfined compressive strength and over 70% cohesion retention, with controlled absolute swelling and shrinkage rates below 1.1%. Microstructural characterization indicates that this enhanced performance is attributed to the formation of a synergistic gel network: cement hydration provides structural support, while silica fume accelerates hydration kinetics and generates additional C-S-H gel via pozzolanic reactions, creating a refined cementitious matrix with optimized pore structure (total pore volume of 0.166 ml/g). These comprehensive findings demonstrate the crucial role of gel formation in stabilizing expansive soils, offering superior environmental durability and promoting economic feasibility and sustainability through cement-silica fume composite stabilization at moderate dosages (3–5%).

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Publication Details

Journal
Results in Engineering
Published
2025-10-18
DOI
https://doi.org/10.1016/j.rineng.2025.107811
Citations
5
Primary Topic
Geotechnical Engineering and Soil Stabilization
Type
article
Field-Weighted Citation Impact
4.77
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article

Synergistic effects of cement–silica fume composite on expansive soil stabilization: Mechanisms, microstructure, and durability

Jinyu Zuo, Yibo Shan, Wenpeng Liu, Xinjie Zhan et al.
5 citations
Results in Engineering
Geotechnical Engineering and Soil Stabilization
4.77
article

Synergistic effects of cement–silica fume composite on expansive soil stabilization: Mechanisms, microstructure, and durability

Jinyu Zuo, Yibo Shan, Wenpeng Liu, Xinjie Zhan, Wenwei Li, Baotian Wang
article en
5 citations

Abstract

• Cement-silica fume composites effectively stabilize expansive soils. • Stabilized soil retains 84.4% strength after wet-dry cycles. • Swelling and shrinkage rates are kept below 1.1% in cycles. • Free swelling rate reduced to below 14% with composite blends. • Synergistic reaction forms a denser gel network in the soil. This study systematically investigates the stabilization of expansive soils using cement-silica fume composites, focusing on the role of calcium silicate hydrate (C-S-H) gel formation in enhancing soil durability under wetting-drying cycles. Expansive soil collected from Gaochun District, Nanjing, was stabilized through an experimental program incorporating single-component treatments (cement or silica fume at 1%, 3%, and 5%) and composite mixtures with cement-to-silica fume ratios of 1:1 (C1S1) and 1:3 (C1S3). The results demonstrate that while cement alone is most effective for initial plasticity reduction, the composite system provides an optimized balance of properties, excelling in compaction and long-term durability. Specifically, the 5% C1S1 mixture achieves an optimal plasticity index of 12.5, maximum dry density of 1.68 g/cm³, and effectively reduces the free swelling rate to 13.80% after 28 days. Under cyclic wetting-drying conditions, the 3% C1S1 mixture exhibits exceptional durability, retaining 84.4% of its initial unconfined compressive strength and over 70% cohesion retention, with controlled absolute swelling and shrinkage rates below 1.1%. Microstructural characterization indicates that this enhanced performance is attributed to the formation of a synergistic gel network: cement hydration provides structural support, while silica fume accelerates hydration kinetics and generates additional C-S-H gel via pozzolanic reactions, creating a refined cementitious matrix with optimized pore structure (total pore volume of 0.166 ml/g). These comprehensive findings demonstrate the crucial role of gel formation in stabilizing expansive soils, offering superior environmental durability and promoting economic feasibility and sustainability through cement-silica fume composite stabilization at moderate dosages (3–5%).

Results in EngineeringVol. 28
Shandong University (CN), Hohai University (CN), Nanjing Zhongyi Architectural Design Institute (China) (CN), Nanjing Hydraulic Research Institute (CN), Yangzhou Polytechnic Institute (CN), Jining University (CN), Shanghai Harbour Engineering Design & Research Institute (CN)
Openalex Percentile: Top 5%
Geotechnical Engineering and Soil Stabilization
4.77
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