Landslide treatment method for reinforcing micro steel pipe pile group

The micro steel pipe pile group reinforcement method solves the problems of difficult construction, high cost and poor site stability in existing anti-slide pile technology, achieves a fast and economical landslide control effect, and is suitable for the prevention and control of unstable slopes and small and medium-sized landslides.

CN120649482APending Publication Date: 2025-09-16CHENGDU UNIVERSITY OF TECHNOLOGY +1
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Patent Information

Application Number
CN202510834631.1
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-06-20
Publication Date
2025-09-16

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Abstract

The invention discloses a landslide treatment method for reinforcing a micro steel pipe pile group, and relates to the technical field of landslide treatment. The landslide treatment method comprises the steps of calculating design parameters of a single miniature steel pipe pile, calculating design parameters of a group of miniature steel pipe piles, checking the flexural capacity of the group of miniature steel pipe piles, installing steel pipe piles, pouring a cast-in-place pile top bearing platform and the like. Compared with a traditional anti-slide pile technology, the landslide treatment method for reinforcing the miniature steel pipe pile group can be particularly applied to treatment conditions of narrow site conditions, poor accessibility and poor site stability, can meet the requirements for prevention and treatment of unstable slopes and small and medium-sized landslides under difficult construction conditions, and has a wide application prospect. The defects that an existing anti-slide pile technology is large in work amount, high in construction site requirement, high in construction cost, poor in construction equipment accessibility and poor in site stability in the construction period can be overcome.
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Citation Information

Patent Citations

  • Reinforced concrete trapezoidal hollow anti-slide pile

    CN112012232A

  • Manual hole digging anti-slide pile structure

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