- Incorporating elastic and creep deformations in modelling the three-dimensional autogenous shrinkage of cement paste; Cement and Concrete Research; 第一作者; 2022, 160: 106907; SCI收录, Top 期刊,中科院1区.
- Effect of coarse aggregate size on non-uniform stress/strain and drying-induced microcracking in concrete; Composites Part B: Engineering; 第一作者; 2021, 216: 108880; SCI收录, Top 期刊,中科院1区.
- Investigation of the drying-induced non-uniform deformation, stress and micro-crack propagation in concrete; Cement and Concrete Composites; 第一作者; 2020, 114: 103786; SCI收录, Top 期刊,中科院1区.
- Effect of relative humidity on drying-induced damage in concrete: A comparative study of digital image correlation and lattice modelling; Materials & Design;第一作者; 2020, 196: 109128; SCI收录, Top 期刊,中科院1区.
- Evaluation of RRSB distribution and lognormal distribution for describing the particle size distribution of graded cementitious materials, Powder Technology; 第一作者; 2018, 331: 137–145; SCI收录, Top 期刊,中科院2区.
- Study on the Mechanism and Regulation of Fiber on Internal Non-uniform Stress/Strain in Concrete, Hefei University of Technology Academic Newcomer Promotion Program B, JZ2023HGTB0256, 2023.04-2024.12
- Anhui Provincial Science and Technology Major Special Project, Research on Preparation Technology of Composite Cement with Low Clinker Consumption, JZ2022AKKZ0070, 2022.04 to 2024.05
- The 65th batch of China Postdoctoral Science Foundation, First Class Grant of General Project, Multi-scale Simulation Study on Drying Shrinkage and Cracking Characteristics of Composite Cementitious Materials, 2019M650199, 2019.04 to 2021.03
- National Natural Science Foundation of China, Young Scientist Foundation Project, Research on the Mechanism and Regulation of Aggregates on Internal Non-uniform Stress/Strain in Concrete, 52002129, 2021.01 to 2023.12
- National Natural Science Foundation of China, General Project, Quantitative Relationship and Control of Internal Non-uniform Stress/Strain and Shrinkage Cracking of Steel Fiber and Concrete, 52372023, 2024.01-2027.12
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