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熊慧中

代表性學術論文:

1.熊慧中, 張立光, 田清文. 預應力孔道壓漿摻亞硝酸鈣改善漿體性能研究[J]. 森林工程, 2013, 29 (04): 120-123.

2.熊慧中,單炜,王平,等.玻璃纖維增強複合材料在輕質人行天橋上的應用[J].玻璃鋼/複合材料,2014,(05):64-68.

3.熊慧中,張宏祥,黃勇,等.富綏松花江特大橋有限元模型動力特性修正研究[J].世界地震工程,2014,30(02):134-140.

4.熊慧中,李中銘,王海濤,等.基于《公路橋梁技術狀況評定标準》的橋梁評定管理系統開發[J].公路工程,2014,39(03):214-218.

5.熊慧中,王平,呂鑫,等.超淺埋大跨度連拱隧道下穿國道沉降控制研究[J].公路工程,2014,39(06):25-28+55.

6. Wang, N., Zhang, H., & Xiong, H. (2021). Microstructure and mechanical behavior of asphalt mixture based on freeze-thaw cycle. Multidiscipline Modeling in Materials and Structures, 17(4), 760-774. (SCI: 000652537500001)JCR分區Q3

7. Zhang, H., Chen, X., Wang, Y., & Xiong, H. (2022). Comparative study on the mechanical properties of base mixture using continuous and discontinuous paving technologies. International Journal of Pavement Engineering, 23(11), 3850-3866. (SCI:000648777400001) JCR分區Q2

8. Xiong, H., Jiang, S., Huang, Y., & Zhang, J. (2022). Seismic vulnerability analysis of simply supported continuous bridge during construction. Multidiscipline Modeling in Materials and Structures, 18(3), 459-476. (SCI: 000804518200001) JCR分區Q3

9. Zhang, H., Gao, M., Ma, S., & Xiong, H. (2023). DETERMINATION OF DESIGN PARAMETERS OF ASPHALT PAVEMENT BASED ON PG TECHNOLOGY. Stavební obzor-Civil Engineering Journal, 32(1), 29-41.

10. Xiong, H., Zhang, J., Xiao, Z., Zhang, H., & Li, X. (2023). Micro-Structural Behavior and Macro-Experimental Analysis of Asphalt Mixture Cracking at Low Temperature Based on Molecular Simulation. International Journal of Pavement Research and Technology, 1-14.

11. Xiong, H. Z., Yang, X., He, Y. N., & Huang, Y. (2024). Optimization of cable-stayed force for asymmetric single tower cable-stayed bridge formation based on improved particle swarm algorithm. International Journal of Structural Integrity.

12. Xiong, H., Hou, H., Zhao, L., & Zhang, H. (2024). Study on self-healing performance of microcracks in SBS/waste rubber powder composite-modified asphalt based on molecular dynamics simulation. Chemical Physics Letters, 851, 141486. (SCI:001281862300001) JCR分區Q1

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