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张敏思, 杨勇, 王述红, 查文华. 隧道围岩最大可移动块体求解及其应用[J]. 岩土工程学报. DOI: 10.11779/CJGE20230826
引用本文: 张敏思, 杨勇, 王述红, 查文华. 隧道围岩最大可移动块体求解及其应用[J]. 岩土工程学报. DOI: 10.11779/CJGE20230826
Solution and application of the maximum movable block in tunnel surrounding rock[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230826
Citation: Solution and application of the maximum movable block in tunnel surrounding rock[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230826

隧道围岩最大可移动块体求解及其应用

Solution and application of the maximum movable block in tunnel surrounding rock

  • 摘要: 由于结构面的隐蔽性,目前的勘察技术无法精确获取每条结构面的定位及力学参数,仅能根据出露情况获取产状信息。而结构面的定位是求解块体的关键因素,因此有必要考虑不同定位情况下结构面与开挖面的所有组合,并找到最不利情况,为工程开挖提供预测及评价。本文在构建节理锥的基础上,提出了一种投影平移法,实现了任意柱状开挖面上最大可移动区域的求解。在此基础上,采用离散-切割-组合方法重构了曲面块体。首先,设置一组放射状虚拟结构面对锥形块体进行切割,完成块体的单元离散;其次,在面单元分类的基础上提出了曲面切割单元的详细算法。最后对切割后的单元进行分类组合,实现了曲面块体的重构。基于VC++和OpenGL开发了三维可视化程序,通过算例和工程实例验证了算法的精度、适用性及鲁棒性。最大可移动块体程序可用于隧道走向的选择,为工程设计提供依据。

     

    Abstract: Due to the concealment of the discontinuous, the current exploration technology can not accurately obtain the location and mechanical parameters of all discontinuous, but can only obtain the occurrence information according to the exposure situation. The location of the discontinuous is a key factor for generating a block, so it is necessary to consider all the combinations of the discontinuous and excavation surface, and find the most unfavorable conditions to provide prediction and evaluation for engineering excavation. Based on the construction of joint pyramid, a projection translation method is proposed to solve the maximum movable region for cylindrical excavation surfaces. The dispersing-cutting-assembling method is used to reconstruct the curve surface block. Firstly, a set of radial virtual structures are set up to cut the pyramid block to realize the dispersion of the block. Secondly, based on the classification of face elements, a detailed surface-cutting-elements algorithm is proposed. Finally, the cut elements are classified and combined to realize the reconstruction of the curve surface block. A 3D visualization program is developed based on VC++ and OpenGL. The accuracy, applicability and robustness of the algorithm are verified by a numerical example and an engineering example. The maximum movable block program can be used to select the tunnel direction, providing reference for engineering design.

     

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