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Mechanical Properties and Simulation Computational Efficiency of Double-layer Porous Concrete Roads
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Min PAN1, Bing-fei LIU2, *, Xin-long WANG3, Sheng-you YANG3
Science Technology and Engineering | 2025, 25(21) : 9061 - 9070
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Science Technology and Engineering | 2025, 25(21): 9061-9070
Papers·Architectural Science
Mechanical Properties and Simulation Computational Efficiency of Double-layer Porous Concrete Roads
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Min PAN1, Bing-fei LIU2, *, Xin-long WANG3, Sheng-you YANG3
Affiliations
  • 1 School of Transportation Science and Engineering, Civil Aviation University of China, Tianjin 300300, China
  • 2 School of Aeronautical Engineering, Civil Aviation University of China, Tianjin 300300, China
  • 3 School of Civil Engineering, Shandong University, Jinan 250061, China
Published: 2025-07-28 doi: 10.12404/j.issn.1671-1815.2407893
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In order to explore the influence of pore defects on the mechanical properties of concrete road and seek an equivalent model to replace porous concrete road to reduce computational time. Based on micromechanics methods, the effective elastic modulus, Poisson's ratio, coefficient of thermal conductivity and coefficient of thermal expansion of porous concrete were calculated. Three-dimensional double-layer concrete roads with randomly distributed, non-interference and varying sizes of spherical pores and their equivalent models were established to study their mechanical properties under three working conditions, namely, concentrated force, static vehicle load, and temperature-static vehicle load coupling, and further the simulation calculation time for each model was compared. The results show that under the coupling effect of temperature and static vehicle load, the increase of porosity has little effect on the temperature and displacement of porous concrete roads at the same depth and different times. Moreover, for the same porosity, the farther away from the pavement, the peak temperature shifts backward over time. When the porosity is within 8%, the actual porous model can be replaced by the Eshelby equivalent model, Mori-Tanaka equivalent model, or Self-Consistent equivalent model under concentrated force or static vehicle load, and by the equivalent model 2 under temperature-static vehicle load. With fixed computational power and constant porosity, the simulation time for the actual porous model far exceeds its equivalent model. Using equivalent models for research can significantly shorten the calculation time, and the computational efficiency can be approximately improved by about 99.8%.

porous concrete road  /  mechanical properties  /  equivalent model  /  finite element modeling  /  simulation computational efficiency
Min PAN, Bing-fei LIU, Xin-long WANG, Sheng-you YANG. Mechanical Properties and Simulation Computational Efficiency of Double-layer Porous Concrete Roads[J]. Science Technology and Engineering, 2025 , 25 (21) : 9061 -9070 . DOI: 10.12404/j.issn.1671-1815.2407893
Year 2025 volume 25 Issue 21
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Article Info
doi: 10.12404/j.issn.1671-1815.2407893
  • Receive Date:2024-10-23
  • Online Date:2026-01-13
  • Published:2025-07-28
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  • Received:2024-10-23
  • Revised:2025-04-17
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Affiliations
    1 School of Transportation Science and Engineering, Civil Aviation University of China, Tianjin 300300, China
    2 School of Aeronautical Engineering, Civil Aviation University of China, Tianjin 300300, China
    3 School of Civil Engineering, Shandong University, Jinan 250061, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

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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