This study investigated the optimization of gradation and performance of cement-stabilized materials incorporating recycled brick-concrete aggregates (RBCA) with various replacement ratios of recycled brick aggregate (RBA). A gradation structure, referred to as the refined-dense (RED) gradation, was developed using discrete element method simulations and a multi-step blending strategy to minimize packing porosity. In addition, two conventional gradation types, namely skeleton-dense (SKD) and suspension-dense (SUD), were included for comparison. The optimized RED gradation reduced the porosity to 3.15%, indicating enhanced aggregate packing and structural compactness. Mechanical performance was evaluated through unconfined compressive strength and splitting tensile strength tests. At 30% RBA replacement ratio, the RED gradation reached 3.69 MPa in 28-day UCS, which was 3.6% and 27.2% higher than the SKD and SUD gradations, respectively. In tensile tests, the RED gradation consistently delivered superior performance, achieving a 28-day tensile strength of 0.88 MPa at 0% replacement, which was 15.8% and 20.5% higher than SKD and SUD. Recyclability was confirmed by acceptable crushing value and flakiness index of second-generation recycled aggregates from RED specimens across all RBA replacement levels. Even at a 30% RBA replacement ratio, the second-generation recycled aggregates still met the Class II specifications for subbases of secondary and lower-grade highways. At RBA replacement levels up to 16%, the second-generation recycled aggregates met Class II standards for subbases of expressways and primary highways. When the replacement ratio increased to 24%, they still satisfied Class I standards applicable to subbases of secondary and lower-grade highways.
| [1] |
Luo M, Zho Y, Ji A, et al.Enhancing Recycled Aggregates Quality through Biological Deposition Treatment[J]. Journal of Building Engineering, 2025, 100: 111 681.
|
| [2] |
Wang H, Zhu P, Yan X, et al.Effect of Silica Fume on Frost Resistance and Recyclability Potential of Recycled Aggregate Concrete under Freeze–thaw Environment[J]. Construction and Building Materials, 2023, 409134 109.
|
| [3] |
Yuan Y, Hu X, Wang K, et al.Study on Mechanical Properties of Road Cement-Stabilized Macadam Base Material Prepared with Construction Waste Recycled Aggregate[J]. Buildings, 2024, 14(9): 2 605-2 605.
|
| [4] |
Le H B, Bui Q BRecycled Aggregate Concretes - A State-of-the-art from the Microstructure to the Structural Performance[J]. Construction and Building Materials, 2020, 257119 522.
|
| [5] |
Tam V W Y, Soomro M, Evangelista A C JQuality Improvement of Recycled Concrete Aggregate by Removal of Residual Mortar: A Comprehensive Review of Approaches Adopted[J]. Construction and Building Materials, 2021, 288123 066.
|
| [6] |
Wang D, Lu C, Zhu Z, et al.Mechanical Performance of Recycled Aggregate Concrete in Green Civil Engineering: Review[J]. Case Studies in Construction Materials, 2023, 19e02 384.
|
| [7] |
You L, Yue Y, Yan K, et al.Characteristics of Cement-stabilized Macadam Containing Surface-treated Recycled Aggregates[J]. Road Materials and Pavement Design, 2021, 22(9): 2 029-2 043.
|
| [8] |
Yan K, Li G, You L, et al.Performance Assessments of Open-graded Cement Stabilized Macadam Containing Recycled Aggregate[J]. Construction and Building Materials, 2020, 233117 326.
|
| [9] |
Menglim H, Quynh T N, Apichat S, et al.Improved Fatigue Properties of Cement-stabilized Recycled Materials - Lateritic Soil Using Natural Rubber Latex for Sustainable Pavement Applications[J]. Transportation Geotechnics, 2023, 40100 959.
|
| [10] |
Su Y, Yao Y, Wang Y, et al.Modification of Recycled Concrete Aggregate and Its Use in Concrete: An Overview of Research Progress[J]. Materials, 2023, 16(22): 7 144-7 164.
|
| [11] |
Chen X, Zhu P, Yan X, et al.Effect of High Temperature Curing on the Frost Resistance of Recycled Aggregate Concrete and the Physical Properties of Second-Generation Recycled Coarse Aggregate under Freeze-Thaw Cycles[J]. Journal of Renewable Materials, 2023, 11(6): 2 953-2 967.
|
| [12] |
Tao M, Songsong L, Kanjun Y, et al.Feasibility Study of Cement-stabilized Materials Using 100% Mixed Recycled Aggregates from Perspectives of Mechanical Properties and Microstructure[J]. Reviews on Advanced Materials Science, 2021, 60(1): 490-502.
|
| [13] |
Yan K, Gao F, Sun H, et al.Effects of Municipal Solid Waste Incineration Fly Ash on the Characterization of Cement-stabilized Macadam [J]. Construction and Building Materials, 2019, 207181-189.
|
| [14] |
Yan K, Sun H, Gao F, et al.Assessment and Mechanism Analysis of Municipal Solid Waste Incineration Bottom Ash as Aggregate in Cement Stabilized Macadam[J]. Journal of Cleaner Production, 2020, 244: 118 750.
|
| [15] |
Miao Y, Yu W, Hou Y, et al.Influences of Clay Brick Particles on the Performance of Cement Stabilized Recycled Aggregate as Pavement Base[J]. Sustainability, 2018, 10(10): 3 505-3 522.
|
| [16] |
Upshaw M, Cai C SCritical Review of Recycled Aggregate Concrete Properties, Improvements, and Numerical Models[J]. Journal of Materials in Civil Engineering, 2020, 32(11): 03 120 005.
|
| [17] |
Deyu K, Jiale C, Jiadong R, et al.Influences of Interlock-dense Gradation Designed by Discrete Element Method on Properties of Cementstabilized Recycled Brick-concrete Aggregates[J]. Construction and Building Materials, 2023, 368130 494.
|
| [18] |
Wu J, Li D, Zhu B, et al.Milling Process Simulation of Old Asphalt Mixture by Discrete Element[J]. Construction and Building Materials, 2018, 186996-1.
|
| [19] |
Xu F, Wei H, Qian W, et al.Experimental Investigation on Replacing Cement by Sintered Limestone Ash from the Steelmaking Industry for Cement-stabilized Soil: Engineering Performances and Micro-scale Analysis[J]. Construction and Building Materials, 2020, 235117 425.
|
| [20] |
Wang X, Xiao Y, Yang T, et al.Quantifying the Relative Contributions of Particle Crushing and ITZ Damage to the Strength of Cement-stabilized Pervious Recycled Aggregate Base Materials: Laboratory Testing and Refined DEM Simulation[J]. Transportation Geotechnics, 2025, 50101 480-101 480.
|
| [21] |
Quynh TN, Menglim H, Apichat S, et al.Improved Mechanical and Microstructure of Cement-stabilized Lateritic Soil Using Recycled Materials Replacement and Natural Rubber Latex for Pavement Applications[J]. Construction and Building Materials, 2022, 347128 547.
|
Rights & permissions
Wuhan University of Technology and Springer-Verlag GmbH Germany, Part of Springer Nature