首页|基于地质模型的岩体结构面三维网络模拟研究

基于地质模型的岩体结构面三维网络模拟研究

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[目的]岩体内部各结构面相互制约、相互影响而非完全独立,为了使各类结构面有效耦合,对结构面进行三维网络模拟,建立结构面三维模型,以实现各类结构面的三维可视化表达.[方法]采用混合数据结构技术对岩石中存在的Ⅰ、Ⅱ、Ⅲ类结构面进行精确的地质模型构建;采用Monte Carlo+动态校核方法,对Ⅳ类结构面进行网络模拟;根据实际结构面分布规律,以分组最近原则对Monte Carlo法建立的初步模型进行动态校核,实现初步模型的逐步修正,最后在Vgeo平台上对Ⅰ、Ⅱ、Ⅲ类结构面和Ⅳ类结构面进行模型耦合.[结果]结果显示:成功构建了X水电站坝后厂房包含岩层、软弱夹层及破碎带的Ⅰ、Ⅱ、Ⅲ类结构面三维地质体耦合模型;根据实测计算得到的2组Ⅳ类结构面实测样本,得到了开挖面实际揭露结构面三维模型并动态校核构建最终模型;对构建的多重三维地质体模型和三维结构面模型进行组合,实现了 X水电站坝后厂房各类结构面的三维可视化统一表达与重构.[结论]实践表明:Ⅰ、Ⅱ、Ⅲ类结构面模型与实测二维剖面一致性较好,Ⅳ类结构面迹长、体密度误差较小,分别为-3.13%~-1.77%和6.36%~7.69%,且与实际揭露的结构面分布一致,模型具有较好的精度和可靠性.工程师基于模型可快速获取结构面的可视化分析成果和任意高程、任意剖面的结构面分布图,也可通过数字钻孔实现地质超前预报,同时也能为基础处理、渗流等问题处理提供直观的分析基础.
Study on 3-D network simulation of rock mass discontinuity based on geological model
[Objective]Each structural plane in rock mass restricts and influences each other rather than being completely inde-pendent.To make the various structural planes coupling effectively,a three-dimensional network simulation is conducted on the structural plane,and a three-dimensional model of the structural plane is established to achieve three-dimensional visualization expression of various structural planes.[Methods]The mixed data structure technique is used to construct precise geological models of Ⅰ,Ⅱ and Ⅲ types of structural planes in rocks.Monte Carlo+dynamic checking method is used to simulate the Class Ⅳ structural plane.Based on the actual distribution pattern of structural planes,the preliminary model established by the Monte Carlo method is dynamically verified using the principle of grouping nearest,and the preliminary model is gradually modi-fied.Finally,the model coupling of class Ⅰ,Ⅱ,Ⅲ and N structural planes is carried out on the Vgeo platform.[Results]The result show:a 3D geological coupling model of class Ⅰ,Ⅱ and Ⅲ structural plane of X hydropower station,including rock layer,weak interlayer and fracture zone,is successfully constructed.Two groups of class Ⅳ structural plane samples were calcu-lated according to actual measurements,the 3 D model of the actual exposed structural plane of the excavation face is obtained and the final model is constructed by dynamic checking.By combining the constructed multiple 3 D geological body models and 3 D structural plane models,the 3 D visual expression and reconstruction of various structural planes in the building behind the dam of X hydropower Station are realized.[Conclusion]The result show that the class Ⅰ,Ⅱ and Ⅲ structural plane models are in good agreement with the measured 2 D sections.The errors of trace length and volume density of class Ⅳ are smaller,ranging from-3.13%to-1.77%and 6.36%to 7.69%,respectively,which are consistent with the actual revealed structural plane distribution.The model has good accuracy and reliability.Based on the model,engineers can quickly obtain the visual analysis result of the structural plane and the structural plane distribution map of any elevation and any section,and can also realize geological advance prediction through digital drilling,and provide intuitive analysis basis for the treatment of foundation and seepage problems.

rock mass structural surface3 D network modelgeological modelchecked dynamicinfluence factor

闫福根、钟坤、李爽、高厚

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长江勘测规划设计研究有限责任公司,湖北武汉 430010

中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室,湖北武汉 430071

岩体结构面 三维网络模拟 地质模型 动态校核 影响因素

2024

水利水电技术(中英文)
水利部发展研究中心

水利水电技术(中英文)

CSTPCD北大核心
影响因子:0.456
ISSN:1000-0860
年,卷(期):2024.55(12)