一种基于破岩机理的TBM跨洞径围岩类别实时判别方法及系统

By using DFPI and DTPI feature indices based on rock breaking mechanisms and a Bayesian classification model, the problems of insufficient timeliness and interpretability of traditional TBM surrounding rock classification methods are solved, and real-time, robust discrimination and parameter optimization of TBM surrounding rock categories are achieved.

CN121614972BActive Publication Date: 2026-07-17BEIJING JIAOTONG UNIV

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
BEIJING JIAOTONG UNIV
Filing Date
2025-11-07
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Traditional TBM surrounding rock classification methods rely on sampling and manual interpretation, which lacks continuity and timeliness, making it difficult to meet real-time control requirements. Pure data-driven methods are constrained by the scarcity of labels and cross-equipment and geological domain deviations in the early stages of engineering, resulting in insufficient interpretability.

Method used

Based on the rock breaking mechanism, we construct the DFPI and DTPI rock breaking characteristic indices. Combining the MMD method and Bayesian classification model, we reduce the impact of equipment size and operational disturbances through data preprocessing, achieving transferability across tunnel diameters and engineering projects. We introduce an online identification framework based on Bayesian discrimination and threshold rules to provide real-time and robust surrounding rock category identification.

Benefits of technology

It enables continuous, traceable, and updatable determination of surrounding rock types, improves the real-time performance and robustness of TBM parameter optimization and risk collaborative decision-making, and reduces the impact of changes in equipment and geological conditions.

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Abstract

本发明提供一种基于破岩机理的TBM跨洞径围岩类别实时判别方法及系统,方法包括:获取不同TBM施工隧道的掘进数据,形成样本数据集,提取掘进参数和各工程TBM的设备参数,形成精炼数据集;采用MMD方法从精炼数据集提取稳定掘进段数据,计算DFPI、DTPI破岩特征指数,并通过桩号和掘进时间,将破岩特征指数与围岩类别标签对应,得到围岩等级数据集;以DFPI与DTPI两个经过标准化的指标作为二维输入变量,构建二维贝叶斯围岩分类模型;将[DFPI,DTPI]加权融合为指标R,构建一维围岩判别模型与阈值识别方法;将采集获取的TBM掘进数据输入至一维围岩判别模型中,得到当前TBM隧道掌子面围岩等级。本发明提高了模型泛化能力,弥补了当前围岩分类方法物理解释性不足的问题。
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