软土地区盾构隧道地层三维随机建模与可视化

    THREE-DIMENSIONAL STOCHASTIC MODELING AND VISUALIZATION OF GROUND STRATA FOR SHIELD TUNNELS IN SOFT SOIL

    • 摘要: 为提升软土地区盾构隧道工程在有限勘探数据下的风险管控能力,本研究提出了融合改进三维耦合马尔可夫链模型(ICMC3D)与Unity 3D可视化平台的地层数字化建模及三维漫游技术。基于收集的钻孔数据,通过优化非共轴信息并采用反分析方法实现转移概率矩阵估计,构建了199×139×60网格的三维地层模型,经100次模拟获得最可能地层分布,并结合信息熵理论量化地层不确定性。在Unity平台中,采用贝塞尔曲线生成曲线隧道路径,通过布尔差集运算动态模拟掘进过程,实现透明化地层与隧道融合的三维漫游。结果表明,改进ICMC3D模型有效表征地层各向异性,揭示土体边界及软弱夹层为高风险区域;开发的隧道3D漫游功能可实现地层剖面可视化和掘进地层动态展示,将地质不确定性量化与实时可视化结合,为隧道设计和施工提供决策支持,降低隧道施工的风险。

       

      Abstract: To enhance risk management capabilities for shield tunnel engineering in soft soil regions under limited exploration data, this study proposes an innovative methodology integrating an improved three-dimensional coupled Markov chain(ICMC3D)with Unity 3D roaming technology. Based on the collected borehole data, we optimized non-coaxial information and employed a back analysis method to estimate the transition probability matrix. A 3D stratigraphic model with a 199×139×60 grid was constructed, and the most likely stratigraphic distribution was obtained through 100 simulations. The uncertainty of the stratigraphy was quantified using information entropy theory. Within the Unity platform, curved tunnel alignment was generated with Bézier curves, excavation processes were dynamically simulated by Boolean difference operations, and transparent strata-tunnel integrated 3D roaming was achieved. Results demonstrate that the enhanced ICMC3D model effectively characterizes stratigraphic anisotropy, identifying soil boundaries and weak interlayers as high-risk zones. The developed 3D tunnel roaming function enables visualization of geological cross-sections and dynamic display of the excavation progress through strata. It integrates the quantification of geological uncertainty with real-time visualization, providing decision support for tunnel design and construction, thereby reducing tunnelling risks.

       

    /

    返回文章
    返回