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Investigation into transmission coefficient of calcareous sand: waveform coupling effects and gradient boosting prediction method
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Guo-jian SHAO, Ze-hui MAO, Yu-chen SU, Hong-cheng JIAO, Ya-ru LYU
Rock and Soil Mechanics | 2025, 46(11) : 3661 - 3672
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Rock and Soil Mechanics | 2025, 46(11): 3661-3672
Numerical Analysis
Investigation into transmission coefficient of calcareous sand: waveform coupling effects and gradient boosting prediction method
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Guo-jian SHAO, Ze-hui MAO, Yu-chen SU, Hong-cheng JIAO, Ya-ru LYU
Affiliations
  • College of Mechanics and Engineering Science, Hohai University, Nanjing, Jiangsu 211100, China
Published: 2025-11-14 doi: 10.16285/j.rsm.2024.1585
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The variation in characteristic values of stress waves before and after passing through a material serves as a critical basis for evaluating its wave attenuation capacity. This can be characterized by the ratio of transmitted wave amplitude to the initial incident wave amplitude (i.e., transmission coefficient) in SHPB tests. However, due to the close correlation between the transmission coefficient and waveform parameters, it remains challenging to establish a quantitative characterization method for the transmission coefficient. Therefore, this study focuses on porous, irregular, and fragile calcareous sand as the research object. By combining physical experiments with numerical simulations, we investigate the influence of pulse width, platform duration, rising edge rate, falling edge rate, peak stress, and the central axis of symmetry on the transmission coefficient of calcareous sand. It is found that the transmission coefficient responds significantly to the coupling effects of the pulse width and the central axis of symmetry of the stress wave, the coupling effects of the platform section duration and the rising and falling edge rates, the coupling effects of the pulse width and the peak stress, as well as the coupling effects of the falling edge rate and the pulse width. Conversely, the response to the coupled effects of peak stress, rising edge rate, and falling edge rate is not pronounced. Owing to the difficulty in completely decoupling these waveform parameters, a prediction method is proposed for the transmission coefficient based on the gradient boosting algorithm, which effectively addresses multi-factor coupling issues. When the number of training samples reaches 91, the prediction accuracy exceeds 96%, which can effectively establish the mapping relationship between waveform parameters and transmission coefficients, providing a reference basis for the load design and calculation of protective engineering structures.

calcareous sand  /  transmission coefficient  /  LS-DYNA finite element  /  SHPB impact test  /  gradient boosting algorithm
Guo-jian SHAO, Ze-hui MAO, Yu-chen SU, Hong-cheng JIAO, Ya-ru LYU. Investigation into transmission coefficient of calcareous sand: waveform coupling effects and gradient boosting prediction method[J]. Rock and Soil Mechanics, 2025 , 46 (11) : 3661 -3672 . DOI: 10.16285/j.rsm.2024.1585
  • Natural Science Foundation of China(52279097; 51779264)
  • Jiangsu Province “Qing Lan Project”
Year 2025 volume 46 Issue 11
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Article Info
doi: 10.16285/j.rsm.2024.1585
  • Receive Date:2024-12-24
  • Online Date:2026-03-27
  • Published:2025-11-14
Article Data
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History
  • Received:2024-12-24
  • Accepted:2025-06-06
Funding
Natural Science Foundation of China(52279097; 51779264)
Jiangsu Province “Qing Lan Project”
Affiliations
    College of Mechanics and Engineering Science, Hohai University, Nanjing, Jiangsu 211100, 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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