A method and apparatus for predicting parameters of subsurface geological structures

By combining a small, controllable seismic source vehicle with the indirect boundary element method and a multi-strategy differential evolution algorithm, the problem of accuracy and efficiency in geological structure inversion in 3D tunnel advance prediction was solved, and efficient prediction of underground geological structure parameters was achieved.

CN122410596APending Publication Date: 2026-07-17TIANJIN CHENGJIAN UNIV

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
TIANJIN CHENGJIAN UNIV
Filing Date
2026-04-29
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

In existing technologies, three-dimensional forward modeling methods are difficult to accurately invert geological structures with large curvature variations. Traditional metaheuristic algorithms are prone to premature convergence or getting trapped in local optima during parameter updates, resulting in low accuracy and long iteration times for geological structure inversion. Seismic wave inversion methods ignore scattering effects, reducing the accuracy of prediction results.

Method used

A small, controllable seismic source vehicle is used to flexibly adjust the detection accuracy and depth. Seismic wave forward modeling is performed using the indirect boundary element method. Parameters are optimized using a multi-strategy differential evolution algorithm. Global search capability is improved and premature convergence probability is reduced through dynamic mirror learning of SPM chaotic mapping and Spearman correlation coefficient.

Benefits of technology

It significantly improves the accuracy and efficiency of parameter inversion for 3D tunnel advance prediction, can quickly identify hidden adverse geological structures in complex sites, and reduces computing costs and memory usage.

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Abstract

本发明提供了一种地下地质构造参数预测方法和装置,涉及地质勘探领域,包括:在隧道掌子面所在平面的地表处建立三维笛卡尔坐标系,记录荷载点坐标与观测点坐标,获取小型可控震源车激发地震波作用下的观测点位移幅值,记为第一位移幅值;根据地质资料确定掌子面模型的参数搜索范围;通过多策略差分进化算法更新掌子面模型的参数;通过间接边界元法对掌子面模型的地震波场进行正演模拟,求得隧道内壁观测点的位移幅值,记为第二位移幅值;根据预设波场误差函数计算第一位移幅值与第二位移幅值的波场误差;若波场误差满足误差要求,则输出对应的最优掌子面模型。能够有效提高三维地下地质构造反演的精度和效率。
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