A method for identifying a structure weakening area of residual soil based on CT images

By using CT image processing technology, a distance field map is constructed and contact connection regions are identified. Bottleneck coefficients are calculated, suspended critical state particles are screened, and connectivity risk domains are generated. This solves the problems of identifying false connections and lacking topological analysis in existing technologies, and achieves accurate identification and visualization of the weakened zone of residual soil structure.

CN122156080APending Publication Date: 2026-06-05GUANGZHOU INST OF RAILWAY TECH

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
GUANGZHOU INST OF RAILWAY TECH
Filing Date
2026-02-03
Publication Date
2026-06-05

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Abstract

The present application relates to the field of geotechnical engineering and computer image processing technology, and particularly relates to a residual soil structure weakening area identification method based on CT images. The method comprises the following steps: constructing a distance field map for the residual soil CT image; segmenting independent particle objects based on the distance field map, and establishing a particle instance index map; identifying a contact connection area based on the particle instance index map; extracting the effective neck width of the contact connection area according to the distance field map, and correlatively calculating the equivalent geometric diameters of the particle objects on both sides of the contact connection area to construct a contact feature data set; and calculating the area contact bottleneck coefficient of the contact connection area based on the contact feature data set. The present application quantifies the geometric bottleneck features of the particle connection and analyzes the local topological stability, realizes the quantitative identification and spatial visual positioning of the weak areas in the internal structure of the residual soil, and effectively identifies the particle connection structure which is geometrically connected but mechanically unstable.
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