发表学术论文40余篇,其中一作SCI 30余篇,谷歌H指数26, ESI论文10余篇,参与制定中国电力行业标准3部,出版著作2部。主要代表作:
[1] Lei Wang*, et al. Influence of reactivity and dosage of MgO expansive agent on shrinkage and crack resistance of face slab concrete. Cement and Concrete Composites, 2022,126: 104333.
[2] Lei Wang*, et al. Hydration, shrinkage, pore structure and fractal dimension of silica fume modified low heat Portland cement-based materials, Construction and Building Materials, 2021,272:121952.
[3] Lei Wang*, et al. The influence of fiber type and length on the cracking resistance, durability and pore structure of face slab concrete. Construction and Building Materials, 2021, 282:122706.
[4] Lei Wang*, et al. Investigation of microstructure of C-S-H and micro-mechanics of cement pastes under NH4NO3 dissolution by 29Si MAS NMR and microhardness. Measurement, 2021,185, 110019.
[5] Lei Wang*, et al. Comparison of fly ash, PVA fiber, MgO and shrinkage-reducing admixture on the frost resistance of face slab concrete via pore structural and fractal analysis, Fractals, 2021,29(2): 2140002.
[6] Lei Wang*, et al. Comparison between the effects of phosphorous slag and fly ash on the C-S-H structure, long-term hydration heat and volume deformation of cement-based materials, Construction and Building Materials. 2020, 250 :118807.
[7] Lei Wang, et al. Energy saving benefit, mechanical performance, volume stabilities, hydration properties and products of low heat cement-based materials[J]. Energy and Buildings, 2018,170:157-169.
[8] Lei Wang, et al. Mechanical properties, long-term hydration heat, shrinkage behaviour and crack resistance of dam concrete designed with low heat Portland (LHP) cement and fly ash[J]. Construction and Building Materials, 2018, 187:1073-1091.
[9] Lei Wang, et al. Environmental evaluation, hydration, pore structure, volume deformation and abrasion resistance of low heat Portland (LHP) cement-based materials[J]. Journal of Cleaner Production, 2018, 203:540-558.
[10] Lei Wang, et al. Effect of silica fume and PVA fiber on the abrasion resistance and volume stability of concrete[J]. Composites Part B, 2017,130:28-37.