地下巷道开挖过程中变形初始应力张量的确定

Pub Date : 2021-11-16 DOI:10.21136/AM.2021.0266-20
Josef Malík, Alexej Kolcun
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引用次数: 0

摘要

提出了一种检测初始应力张量的方法。该方法基于在挖掘过程中测量位于地下开口墙上的成对点之间的距离。该方法基于求解弹性力学中具有力边界条件的十二个辅助问题,使用最小二乘法进行求解。研究了地下洞室墙上成对点的最佳位置。对的位置必须使得最小二乘矩阵的条件数具有最小值,这保证了初始应力张量的可靠估计。
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Determination of the initial stress tensor from deformation of underground opening in excavation process

A method for the detection of the initial stress tensor is proposed. The method is based on measuring distances between pairs of points located on the wall of underground opening in the excavation process. This methods is based on solving twelve auxiliary problems in the theory of elasticity with force boundary conditions, which is done using the least squares method. The optimal location of the pairs of points on the wall of underground openings is studied. The pairs must be located so that the condition number of the least square matrix has the minimal value, which guarantees a reliable estimation of initial stress tensor.

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