Volume 39 Issue 5
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Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2025  >  39(5): 737-743
Bu Chongpeng, Fan Yuchao, Wang Yonghua, Yang Lina, Luo Lijuan, Zhang Xiaohui, Wang Mingjiao. Shear-slip test study of cantilever retaining wall structure on waterproof layer[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(5): 737-743. doi: 10.20265/j.cnki.issn.1007-2993.2024-0232
Citation: Bu Chongpeng, Fan Yuchao, Wang Yonghua, Yang Lina, Luo Lijuan, Zhang Xiaohui, Wang Mingjiao. Shear-slip test study of cantilever retaining wall structure on waterproof layer[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(5): 737-743. doi: 10.20265/j.cnki.issn.1007-2993.2024-0232
shu

Shear-slip test study of cantilever retaining wall structure on waterproof layer

doi: 10.20265/j.cnki.issn.1007-2993.2024-0232
  • 1.

    China Jikan Research Institute of Engineering Investigations and Design Co., Ltd., Xi’an 710043, Shaanxi, China

  • 2.

    School of Civil Engineering, Chang’an University, Xi’an 710064, Shaanxi, China

  • Received Date: 2024-05-28
  • Accepted Date: 2024-08-29
  • Rev Recd Date: 2024-07-04
  • Publish Date: 2025-10-10
    Abstract
  • The anti-sliding bearing capacity, shear-slip failure characteristics, and mechanism of cantilever retaining walls placed on the protective layer of three waterproofing practices were studied through indoor large-scale shear tests and creep-stress relaxation coupled tests. Experimental results revealed that shear deformation, obvious deformation, and failure occur at the contact between the base plate of the cantilever retaining wall structure and the waterproof layer, and two forms mainly occur: slip failure and peeling failure. The shear deformation failure process of the cantilever retaining wall structure includes three stages: deformation, slippage, and peeling. The influence of different waterproof layers on the horizontal displacement and anti-slip bearing capacity of the upper retaining wall is obvious. The basement friction coefficient of the retaining wall on the waterproof layer is between 0.1 and 0.2, and compared with the conventional rock foundation retaining wall, the basement friction coefficient of the retaining wall is significantly smaller, and the horizontal displacement is large.

     

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