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Research Progress on Interfaces inside Nanofiller-Modified Cement-Based Materials and Their Structures
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Xinyue WANG1, 2, Xinkai MA1, 2, Liqing ZHANG3, Siqi DING4, Hongyan LI5, Qianping RAN5, Baoguo HAN6
Journal of the Chinese Ceramic Society | 2026, 54(8) : 2781 - 2794
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Journal of the Chinese Ceramic Society | 2026, 54(8): 2781-2794
• Review •
Research Progress on Interfaces inside Nanofiller-Modified Cement-Based Materials and Their Structures
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Xinyue WANG1, 2, Xinkai MA1, 2, Liqing ZHANG3, Siqi DING4, Hongyan LI5, Qianping RAN5, Baoguo HAN6
Affiliations
  • 1.School of Civil Engineering, Tianjin University, Tianjin 300072, China
  • 2.Key Laboratory of Coast Civil Structure Safety of the Ministry of Education, Tianjin University, Tianjin 300072, China
  • 3.School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, China
  • 4.Department of Civil and Environment Engineering, The Hong Kong Polytechnic University, Hong Kong 999077, China
  • 5.State Key Laboratory of Engineering Materials for Major Infrastructure, School of Materials Science and Engineering, Southeast University, Nanjing 211189, China
  • 6.School of Civil Engineering, Dalian University of Technology, Dalian 116024, Liaoning, China
  • WANG Xinyue (1992-), male, Ph.D., Associate Research Fellow. E-mail:

About Author:

WANG Xinyue (1992-), male, Ph.D., Associate Research Fellow. E-mail:

Published: 2026-05-11 doi: 10.14062/j.issn.0454-5648.20250585
Outline
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The interfaces in cement-based materials and their structures(i.e., the cement paste-aggregate, mortar-aggregate, new-to-old concrete, and reinforcement-concrete interfaces) are widely recognized as the most critical and weakest zone governing overall mechanical properties and durability. Under the combined influence of wall, one-sided growth, and bleeding effects, these interfaces are typically characterized by high porosity, elevated calcium hydroxide (CH) crystal content, and a high degree of hydration, resulting in intrinsically low hardness and strength. As a result, cracks initiate, propagate, and interconnect within the interfaces under loading, leading to a macroscopic failure. Meanwhile, their loose and porous structure facilitates the ingress of water and harmful ions, reducing durability and accelerating deterioration.

For the pronounced multi-scale nature of cement-based materials, modifying microstructure in nanoscale provides an effective "bottom-up" approach to improving interfacial bond and overall performance. Compared with conventional top-down methods, this strategy exhibits effective modification for different types of interfaces. With the rapid development of nanotechnology, incorporating nanofillers demonstrates a great potential in interfacial modification. This review represents the effects and underlying mechanisms of nanofillers on the interfaces in cement-based materials and their structures, as well as discusses key challenges and future research directions.

Adding nanofillers can significantly enhance the bond performance of various interfaces in cement-based materials and their structures. The experimental studies show that the incorporation of nanofillers can increase the bond strength of cement paste-aggregate and mortar-aggregate interfaces by 65.3% and 42.8%, respectively. Also, nanofillers effectively enhance the bond of new-to-old cement-based materials, increasing interfacial strength by 39.0%. Their beneficial effects are evident in the interfaces between reinforcements and cement-based materials, where the addition of nanofillers improves bond strength and reduces slip behavior. These modifications contribute to a high stress transfer efficiency, as well as better load-bearing capacity and structural stability. The enhancement efficiency is closely related to the geometric dimensionality of nanofillers, generally following an order, i.e., two-dimensional (2D) > one-dimensional (1D) > zero-dimensional (0D).

The improved bond performance derives from the modified interfacial characteristics. Key effects include increased compactness, reduced porosity, refined CH crystal size, and decreased interfacial thickness. For instance, the thickness of the interfacial transition zone can be reduced from approximately 50 µm to 10 μm or less after nanomodification, as reflected by the reduced porosity and altered Ca/Si ratio of calcium silicate hydrate (C-S-H) gels. Meanwhile, nanofillers also suppress the formation and growth of large CH crystals, replacing them with finer and more uniformly distributed hydration products. Micromechanical characterization techniques such as nanoindentation and atomic force microscopy reveal significant increases in elastic modulus and hardness in the interfacial zone, indicating that new hydration products like superhard C-S-H gels induced by nanomodification are formed.

The mechanisms underlying nanofiller-induced interfacial modification can be categorized into two key aspects, i.e., the enrichment effect and the nano-core effect. The enrichment effect arises from the preferential accumulation of nanofillers in the interfacial region due to the wall effect, capillary-driven migration, and gravity effect. This leads to a higher local concentration of nanofillers, providing abundant nucleation sites for hydration products. The nano-core effect, which builds upon the intrinsic properties of nanofillers, involves several specific mechanisms, i.e., (1) Adsorption effect: Nanofillers adsorb cations such as Ca2+ and Mg2+, promoting the nucleation of C-S-H and leading to the formation of nano-core-shell elements. These structures inhibit the oriented growth of CH crystals and enhance interfacial densification; (2) Filling effect: Nanofillers fill interfacial pores through the formation of nano-core-shell elements, improving packing density and reducing porosity; (3) Short-range and long-range effect: Nanofillers can modify the nanostructure and properties of hydration products in a short range, and refine and optimize the hydration products near nanofillers in a long range; (4) Pozzolanic effect: Reactive nanofillers, such as nano-silica, react with CH to generate additional C-S-H, refining the microstructure and improving bonding; (5) Thermal conductivity effect: High-conductivity nanomaterials (e.g., carbon nanotubes, graphene) homogenize the temperature distribution during hydration, reducing thermal stress and early-age cracking; (6) Self-curing effect: Hydrophilic nanomaterials, such as nanocellulose, absorb and release water, mitigating early-age shrinkage and enhancing microstructural development; and (7) Pinning and bridging effects: Nanofillers inhibit crack initiation and propagation (pinning effect) and bridge microcracks (bridging effect), thereby improving interfacial toughness and strength.

Summary and prospects

Despite significant achievements, several challenges remain in understanding and optimizing nanofiller-modified interfaces. First, the existing characterization techniques are limited in their ability to capture the dynamic evolution of interfacial structures at high spatial and temporal resolution. Most methods provide only static, two-dimensional information, making it difficult to fully understand multi-scale and multi-physics processes. Second, the inherent heterogeneity and discontinuity of interfaces complicate quantitative modeling. The existing models often describe average behavior, but fail to capture local weak zones or nanoscale force transfer mechanisms. Third, the introduction of multifunctional nanofillers increases the complexity of multi-field coupling (i.e., mechanical, thermal, chemical, and electrical), posing challenges for unified theoretical frameworks. Finally, the large-scale engineering application of nanomodified interfaces is hindered by some issues such as nanofiller dispersion, cost, and performance stability under complex service conditions.

Future research should focus on several key directions. Advanced characterization techniques with a high spatiotemporal resolution, such as synchrotron radiation-based imaging and X-ray computed tomography, should be developed to enable real-time tracking of interfacial evolution. The integration of artificial intelligence and machine learning can facilitate high-throughput data analysis and predictive modeling, enabling a quantitative design of interfacial properties. Multi-scale theoretical frameworks that link material composition, microstructure, and macroscopic performance are needed to achieve accurate prediction and optimization. Also, efforts should be made to translate laboratory findings into practical engineering applications, particularly in emerging areas such as 3D-printed concrete, recycled concrete, concrete repair, and self-healing cement-based materials.

In summary, nanomodification is demonstrated to effectively tailor interfaces in cement-based materials and their structures, while the enrichment effect and nano-core effect is proposed to clarify the underlying mechanisms. These advances provide a foundation for mitigating the inherent weakness of interfaces. Despite these advances, some challenges remain in terms of characterization, quantitative modeling, and large-scale application. Nevertheless, continued progress in nanotechnology, multi-scale analysis, and intelligent design is expected to enable the rational design and engineering of high-performance, durable, and multifunctional cement-based materials and their structures.

nanofillers  /  cement-based materials and their structures  /  interfacial properties  /  interfacial characteristics  /  modification mechanisms
王欣悦, 马新凯, 张立卿, 丁思齐, 李洪艳, 冉千平, 韩宝国. 纳米填料改性水泥基材料及其结构物内部界面研究进展. 硅酸盐学报, 2026 , 54 (8) : 2781 -2794 . DOI: 10.14062/j.issn.0454-5648.20250585
Xinyue WANG, Xinkai MA, Liqing ZHANG, Siqi DING, Hongyan LI, Qianping RAN, Baoguo HAN. Research Progress on Interfaces inside Nanofiller-Modified Cement-Based Materials and Their Structures[J]. Journal of the Chinese Ceramic Society, 2026 , 54 (8) : 2781 -2794 . DOI: 10.14062/j.issn.0454-5648.20250585
Year 2026 volume 54 Issue 8
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Article Info
doi: 10.14062/j.issn.0454-5648.20250585
  • Receive Date:2025-07-31
  • Online Date:2026-10-22
  • Published:2026-05-11
Article Data
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History
  • Received:2025-07-31
  • Revised:2025-09-25
Funding
Affiliations
    1.School of Civil Engineering, Tianjin University, Tianjin 300072, China
    2.Key Laboratory of Coast Civil Structure Safety of the Ministry of Education, Tianjin University, Tianjin 300072, China
    3.School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, China
    4.Department of Civil and Environment Engineering, The Hong Kong Polytechnic University, Hong Kong 999077, China
    5.State Key Laboratory of Engineering Materials for Major Infrastructure, School of Materials Science and Engineering, Southeast University, Nanjing 211189, China
    6.School of Civil Engineering, Dalian University of Technology, Dalian 116024, Liaoning, China

Corresponding:

ZHANG Liqing (1987-), female, Ph.D., Associate Professor. E-mail: ;
HAN Baoguo (1976-), male, Ph.D., Professor.
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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