IDEAS home Printed from https://ideas.repec.org/a/gam/jsusta/v15y2023i16p12650-d1221818.html
   My bibliography  Save this article

Experimental Study on Pore Pressure Variation and Erosion Stability of Sandy Slope Model under Microbially Induced Carbonate Precipitation

Author

Listed:
  • Mingjuan Huang

    (Hainan Provincial Water Conservancy and Hydropower Group Co., Ltd., Haikou 571126, China)

  • Youliang Zhang

    (School of Civil and Architectural Engineering, Hainan University, Haikou 570228, China)

  • Jinning Hu

    (School of Civil and Architectural Engineering, Hainan University, Haikou 570228, China)

  • Yunpeng Hei

    (School of Civil and Architectural Engineering, Hainan University, Haikou 570228, China)

  • Zikun Xu

    (Hainan Provincial Water Conservancy and Hydropower Group Co., Ltd., Haikou 571126, China)

  • Jinchen Su

    (Hainan Provincial Water Conservancy and Hydropower Group Co., Ltd., Haikou 571126, China)

Abstract

With the development of a free trade port on Hainan Island, the construction of tourist roads around the island is currently underway. However, the weather conditions on Hainan Island, which include strong typhoons and rainstorms, pose challenges for the construction of highway-cutting slopes on the coastal weak sandy terraces. These slopes are susceptible to sand loss and erosion from rainfall. To address this issue, MICP green spray irrigation solidification technology is used to strengthen the sandy cutting, and pore water pressure monitoring is carried out on the slope model during MICP solidification and rainfall scour. Combined with the model pore water pressure and flow slip failure pattern, a dynamic analysis was conducted. The results show that MICP sprinkler irrigation technology can solidify the surface of the slope model in a short time, and after three sets of rotation reinforcement, the model achieved a cementation depth of 4 cm, with a well-reinforced surface and closely connected sand samples. Under the erosion effect of simulated rainfall intensity, the sand loss of the slope was weakened, without damage to the sand binding, and the integrity was enhanced. The cementation between the sand grains facilitated the conversion of most of the rainfall into runoff. However, despite these efforts, the slope eventually slid after 150 s. During the sliding process, the leading edge of the slope model lost sand and became unloaded, and the failure mode was graded a creep slip failure. Finally, the slope was divided into several blocks due to the continuous expansion of cracks following the slope failure. The erosion stability of the sandy slope under heavy rains was optimized and the sand loss was prevented effectively. This study proposes a new method of MICP remediation techniques that serve as a new test basis for the practical application of MICP technology in engineering projects.

Suggested Citation

  • Mingjuan Huang & Youliang Zhang & Jinning Hu & Yunpeng Hei & Zikun Xu & Jinchen Su, 2023. "Experimental Study on Pore Pressure Variation and Erosion Stability of Sandy Slope Model under Microbially Induced Carbonate Precipitation," Sustainability, MDPI, vol. 15(16), pages 1-19, August.
  • Handle: RePEc:gam:jsusta:v:15:y:2023:i:16:p:12650-:d:1221818
    as

    Download full text from publisher

    File URL: https://www.mdpi.com/2071-1050/15/16/12650/pdf
    Download Restriction: no

    File URL: https://www.mdpi.com/2071-1050/15/16/12650/
    Download Restriction: no
    ---><---

    Corrections

    All material on this site has been provided by the respective publishers and authors. You can help correct errors and omissions. When requesting a correction, please mention this item's handle: RePEc:gam:jsusta:v:15:y:2023:i:16:p:12650-:d:1221818. See general information about how to correct material in RePEc.

    If you have authored this item and are not yet registered with RePEc, we encourage you to do it here. This allows to link your profile to this item. It also allows you to accept potential citations to this item that we are uncertain about.

    We have no bibliographic references for this item. You can help adding them by using this form .

    If you know of missing items citing this one, you can help us creating those links by adding the relevant references in the same way as above, for each refering item. If you are a registered author of this item, you may also want to check the "citations" tab in your RePEc Author Service profile, as there may be some citations waiting for confirmation.

    For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: MDPI Indexing Manager (email available below). General contact details of provider: https://www.mdpi.com .

    Please note that corrections may take a couple of weeks to filter through the various RePEc services.

    IDEAS is a RePEc service. RePEc uses bibliographic data supplied by the respective publishers.