Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (7): 2253-2264.doi: 10.16285/j.rsm.2024.1260

• Geotechnical Engineering • Previous Articles     Next Articles

Application of improved regional growth algorithm to identification of rock mass discontinuities

SIMA Jing-song, XU Qiang, DONG Xiu-jun, DENG Bo, HE Qiu-lin, LI Hao-liang, LIU Jie, LEI Wen-quan   

  1. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, Sichuan 610059, China
  • Received:2024-10-12 Accepted:2025-01-11 Online:2025-07-10 Published:2025-07-09
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41941019).

Abstract: The discontinuities of natural rock mass possess specific mechanical properties that can define the vulnerable parts of the rock mass. These properties play a decisive role in the structure, strength and stability of various rock engineering projects, such as tunnel support, classification of surrounding rock mass, and slope reinforcement. Therefore, it is of crucial importance to recognize the single discontinuity and the dominant groups with relatively developed conditions. In proposed method, the automatic identification steps of dominant groups of discontinuities are divided into three parts, point clouds normal vectors calculation, single discontinuity segmentation and dominant groups clustering: 1) Calculate normal vectors based on Robust Randomized Hough Transform; 2) An improved region-growing algorithm is proposed to segment a number of discontinuities. In terms of seed points selection and region-growing conditions, curvature, planarity and roughness are considered, and dynamic outlier detection is added. In addition, the relationship between the thresholds and the number of discontinuities is used to qualitatively judge the extreme segmentation situation, and the optimal threshold range is screened out; 3) Finally, S-K-means clustering algorithm is proposed to recognize dominant groups clustering. The accuracy of the algorithm is verified by a rock slope. The results demonstrate that the inclination angle error ranges from 0.7° to 2.5°, and the average inclination angle error is 1.8° and 1.7° respectively. This method shifts from directly clustering point clouds to identify dominant groups to first segmenting several single discontinuity before clustering. This refinement enhances the robustness and accuracy of discontinuities clustering computation, increases computational speed, and maintains applicability across various discontinuities datasets. Consequently, this provides a more precise and rapid method for the intelligent identification of discontinuities.

Key words: single discontinuity, dominant groups of discontinuities, improved region-growing algorithm, S-K-means cluster, intelligent identification

CLC Number: 

  • TU449
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