Crustal stress field inversion method based on three-dimensional modeling

Abstract

The invention discloses a crustal stress field inversion method based on three-dimensional modeling, and the method just needs the sampling operation on an engineering site, thereby reducing the onsite workload, achieving multi-point sampling and achieving the fine measurement of a crustal force at multiple points. An engineering large-scale three-dimensional numerical model comprising a single structure or a complex structure can be constructed, and the parallel computing is employed for the inversion of the distribution features of the crustal force of an inversion research area. The methodcan obtain the overall distribution conditions of the crustal force visually, and achieves the effective extraction and checking of the information of vertical stress, maximum horizontal main stress,minimum horizontal main stress and directions of a model at different horizontal planes, different inclined surfaces and different structures.

Description

technical field [0001] The invention relates to the field of geological survey, in particular to a three-dimensional modeling-based ground stress field inversion method. Background technique [0002] In-situ stress is the natural stress that exists in the earth's crust without being disturbed by engineering, and the in-situ stress field including structures is often more complex and changeable. Long-term practice has shown that in-situ stress is the fundamental force that causes deformation and destruction of tunnels, surrounding rocks of coal mine roadways, supporting structures, and mine dynamic phenomena. After the tunnel is excavated, the initial stress field and deformation field are redistributed by the excavation disturbance, causing damage to the surrounding rock, and in severe cases, instability, collapse and destruction. When the tunnel is within the influence range of the geological structure , the influence of the structure on the stress field is especially obvi...

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Problems solved by technology

At present, the on-site stress testing methods include hydraulic fracturing method, stress relief method, drilling caving method, etc. Laboratory tests include acoustic emission method, rock micro-crack closure deformation critical stress method, etc. However, on-site rock mass stress testing is a time-consuming process. The laborious and financially consuming complex work has limited the popularization and application of on-site rock mass stress testing to a certain extent. At the same time, the measured values ​​can only represent the stress conditions within a certain range near the measuring points, and the limited measuring points cannot reflect the overall stress field of the region.

In this case, it is very necessary to find an intuitive and effective method to reflect the overall in-situ stress characteristics of underground engineering. Inversion of structural in-situ stress through 3D numerical simulation software is one of the effective ways. At the same time, when using 3D numerical simulation software to invert the in-situ stress, the 3D model established is often small in size in order to balance the calculation speed and calculation accuracy, and it is difficult to achieve large-scale engineering, and the actual calculation effect and accuracy will be limited. At the same time, it is also a difficult problem to conveniently and quickly establish a 3D numerical model with structures and perform effective inversion of the in-situ stress field

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