黎晨, 李丽慧, 王学良, 廖小辉. 2017: 基于Flac3D和3DEC数值模拟技术的岩体稳定性评价. 工程地质学报, 25(Z1): 119-128. DOI: 10.13544/j.cnki.jeg.2017.s1.094
    引用本文: 黎晨, 李丽慧, 王学良, 廖小辉. 2017: 基于Flac3D和3DEC数值模拟技术的岩体稳定性评价. 工程地质学报, 25(Z1): 119-128. DOI: 10.13544/j.cnki.jeg.2017.s1.094
    LI Chen, LI Lihui, WANG Xueliang, LIAO Xiaohui. 2017: THE STABILITY EVALUATION OF ROCK MASS BASED ON FLAC3D AND 3DEC NUMERICAL SIMULATION TECHNOLOGY. JOURNAL OF ENGINEERING GEOLOGY, 25(Z1): 119-128. DOI: 10.13544/j.cnki.jeg.2017.s1.094
    Citation: LI Chen, LI Lihui, WANG Xueliang, LIAO Xiaohui. 2017: THE STABILITY EVALUATION OF ROCK MASS BASED ON FLAC3D AND 3DEC NUMERICAL SIMULATION TECHNOLOGY. JOURNAL OF ENGINEERING GEOLOGY, 25(Z1): 119-128. DOI: 10.13544/j.cnki.jeg.2017.s1.094

    基于Flac3D和3DEC数值模拟技术的岩体稳定性评价

    THE STABILITY EVALUATION OF ROCK MASS BASED ON FLAC3D AND 3DEC NUMERICAL SIMULATION TECHNOLOGY

    • 摘要: 本文选取神仙居景区内般若道景点坡体为研究对象,利用无人机航拍技术进行复杂地形建模。在结合现场测量的地形地貌、工程地质条件和边坡岩体的破坏现状等基础上,采用Flac3D有限差分数值模拟技术和3DEC离散元数值模拟技术相结合,利用Flac3D对岩体整体稳定性、应力分布和位移变形分布进行模拟分析;使用同一模型,利用3DEC离散元数值模拟技术模拟局部岩体的变形崩塌过程,对岩体局部的稳定性进行模拟分析。结合两者模拟分析的结果,对岩体稳定性进行综合评价,以此增加数值模拟分析的可靠性。数值模拟结果表明,表面破碎的岩体稳定性差,极易崩落,并对般若道处的游路行人安全构成威胁,这一结果和实际调查结果基本一致,建议对该路段进行绕避。

       

      Abstract: This paper selects Boredao scenic spot in Shenxianju scenic area as the research object, use the uav aerial photography technology to complex terrain modeling. On the basis of the characteristics of topographic features, engineering geological conditions and the destruction of slope rock mass, combine with Flac3D finite difference numerical simulation technology and 3DEC discrete element numerical simulation technology, the whole stability, stress distribution and displacement distribution of rock mass are simulated by Flac3D; the process of deformation and collapse of the same model and the local stability of rock mass is simulated by using 3DEC discrete element numerical simulation. Combined with the results of simulation analysis, the stability of rock mass is evaluated comprehensively to increase the reliability of numerical simulation analysis. The results of numerical simulation show that the stability of rock mass is very low, and the results are basically consistent with the actual survey results. Therefore, it is suggested to avoid the road.

       

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