Volume 39 Issue 4
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Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2025  >  39(4): 624-632
Wang Yantao, Zhang Wenwei, Gao Pingli, Jiao Guomu, Wang Zhanfei, Ma Peilun. Field simulated rainfall erosion test study on embankment bank-grade material[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(4): 624-632. doi: 10.20265/j.cnki.issn.1007-2993.2024-0229
Citation: Wang Yantao, Zhang Wenwei, Gao Pingli, Jiao Guomu, Wang Zhanfei, Ma Peilun. Field simulated rainfall erosion test study on embankment bank-grade material[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(4): 624-632. doi: 10.20265/j.cnki.issn.1007-2993.2024-0229
shu

Field simulated rainfall erosion test study on embankment bank-grade material

doi: 10.20265/j.cnki.issn.1007-2993.2024-0229
  • 1.

    China Civil Engineering Construction Corporation, Beijing 100080, China

  • 2.

    CCECC Fuzhou Survey & Design Institute Co., Ltd., Fuzhou 350011, Fujian, China

  • Received Date: 2024-05-24
  • Accepted Date: 2025-01-02
  • Rev Recd Date: 2024-12-09
  • Publish Date: 2025-08-08
    Abstract
  • To verify the feasibility of railway embankment slope protection with bank-grade material by erosion test in Middle East region, a field simulated rainfall erosion test device was developed, and a field test method of simulated rainfall erosion on embankment slope was proposed. The reliability of the simulated rainfall device was ensured by quantifying the calibration test parameters. By clarifying the test guidelines, formulating the specific test procedure, and reasonably setting the test items, the erosion resistance of the embankment slope bank-grade material was quantitatively evaluated. By collecting the image data of slope in the process of erosion test, analyzing the development tendency of slope erosion, cross-proving the anti-erosion property of the bank-grade material was carried out to ensure the reliability of the test. Taking a project as an example, the test analysis show that Gatch material has low susceptibility of erosion properties as the embankment bank-grade material.

     

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