Volume 38 Issue 3
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Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2024  >  38(3): 337-343
Qiu Zhihua. Stability Analysis of High Fill Slope Based on in-situ Borehole Shear Test[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2024, 38(3): 337-343. doi: 10.3969/j.issn.1007-2993.2024.03.012
Citation: Qiu Zhihua. Stability Analysis of High Fill Slope Based on in-situ Borehole Shear Test[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2024, 38(3): 337-343. doi: 10.3969/j.issn.1007-2993.2024.03.012
shu

Stability Analysis of High Fill Slope Based on in-situ Borehole Shear Test

doi: 10.3969/j.issn.1007-2993.2024.03.012
  • 1.

    Fujian Academy Building Research Co., Ltd., Fuzhou 350108, Fujian, China

  • 2.

    Fujian Key Laboratory of Green Building Technology, Fuzhou 350108, Fujian, China

  • Received Date: 2023-02-07
  • Accepted Date: 2023-11-08
  • Rev Recd Date: 2023-06-26
  • Publish Date: 2024-06-12
    Abstract
  • The soil strength parameters of the slope have an important impact on the stability of the slope, and the accuracy of the slope stability analysis results restricts the construction of the project. To more accurately analyze the soil strength parameters of the slope and provide a reliable foundation for the subsequent reinforcement of the slope, an in-situ borehole shear test was conducted to obtain the shear strength index of the slope fill, and the stability of the slope was analyzed. The results show that the soil strength index can be effectively obtained through in-situ borehole shear tests, which can reflect the soil characteristics. It is of great significance for improving the accuracy of slope stability analysis and evaluation.

     

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