统算多源异构地勘信息的隧道围岩质量概率化评价方法

By using a probabilistic evaluation method based on multi-source geological information, a nonlinear mapping model and a probability distribution model were established. This solved the problems of insufficient utilization of multi-source information and uncertainty assessment in the prediction of surrounding rock quality in tunnel engineering, and enabled more accurate judgment of surrounding rock grade and control of construction risks.

CN122220918BActive Publication Date: 2026-07-17DALIAN JIAOTONG UNIVERSITY +1

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
DALIAN JIAOTONG UNIVERSITY
Filing Date
2026-05-14
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing technologies for predicting the quality of surrounding rock in tunnel engineering rely on a single detection method, which makes it difficult to integrate multi-source geological information. This results in predictions that are either too predictive or lack sufficient uncertainty assessment, which can easily lead to misjudgments of the surrounding rock grade and affect construction safety and cost control.

Method used

A probabilistic evaluation method for tunnel surrounding rock quality using multi-source heterogeneous geological exploration information is adopted. By collecting various geological prediction parameters, a nonlinear mapping model and a probability distribution model are established to conduct a reliability probability analysis of the surrounding rock grade, thereby achieving comprehensive evaluation of multiple indicators and uncertainty assessment.

Benefits of technology

It improves the accuracy and reliability of surrounding rock classification, is applicable to complex geological conditions, provides a reliable basis for support design, reduces the risk of misjudgment, and enhances engineering safety and efficiency.

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Abstract

本发明公开了统算多源异构地勘信息的隧道围岩质量概率化评价方法,涉及隧道及地下工程施工地质评价技术领域,包括:采集探测断面的多源地质预报参数和实测BQ值,经预处理和空间匹配构建样本数据集;基于该数据集建立从多指标参数及其融合特征到BQ值的非线性映射模型和概率分布模型以随机生成虚拟输入特征样本,将样本输入至非线性映射模型得到BQ预测值;结合围岩等级功能函数进行可靠性概率分析,得到各围岩等级概率化评价结果。本发明能够综合利用多指标信息表征围岩不同特性,在有限样本条件下实现施工前围岩质量的概率分级与风险预警,降低支护不足、塌方等施工安全隐患,提高隧道施工安全性。
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