Crustal stress prediction method based on actually measured vibration

A prediction method and a technology of ground stress, applied in seismology, measuring devices, geophysical measurements, etc., can solve problems such as low precision and ignoring inclined strata, and achieve the effects of improving precision, wide application range, and accurate prediction results

Active Publication Date: 2019-11-08
CHINA THREE GORGES UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0018] The technical problem to be solved by the present invention is to provide a ground stress prediction method based on measured vibration, which can solve the problem of low precision and does not consider inclined strata, and the prediction result is more accurate

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  • Crustal stress prediction method based on actually measured vibration
  • Crustal stress prediction method based on actually measured vibration
  • Crustal stress prediction method based on actually measured vibration

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Experimental program
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Effect test

Embodiment 1

[0057] A method for predicting the magnitude of ground stress based on measured vibrations, the method comprising the following steps:

[0058] Step 1: According to blasting design parameters, excavation site environment and selected rock mechanics parameters, establish a circular tunnel blasting excavation analysis model, and obtain the coupling process of ground stress transient unloading and blasting load through theoretical analysis; Step 1 Through theoretical analysis, the coupling process of ground stress transient unloading and blasting load is obtained as follows:

[0059] Starting from the mechanism of blasting load, the state of blasting gas movement, and the mechanical process of transient unloading of ground stress, combined with blasting design parameters and rock mechanical characteristic parameters, the load peak value, pressure change history and continuous Time and the unloading process, start time and duration of the transient unloading of the ground stress, ...

Embodiment 2

[0083]Boreholes are arranged at the excavation site of the tunnel, and the magnitude of the ground stress is measured by hydraulic fracturing. The drill pipe is sent to the selected section to be tested for pressure isolation. After the isolation is completed, water is injected into the section to be tested and pressurized to cause fracturing of the hole wall. stress value. The actual measurement results of the hydraulic fracturing method, the prediction results of the ground stress prediction method based on the measured vibration, and the prediction results of the ground stress prediction method based on the acoustic logging, the comparison of the three is as follows Figure 8 shown. From Figure 8 It can be seen from the figure that the predicted result curve of the method of the present invention is more in line with the measured result curve of the hydraulic fracturing method, while the predicted curve based on the acoustic logging ground stress prediction method is sim...

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Abstract

The invention discloses a crustal stress prediction method based on actually measured vibration. The crustal stress prediction method comprises the following steps: 1, obtaining a crustal stress transient unloading and blasting load coupling action process; 2, simulating the vibration response of the surrounding rock under different crustal stress levels when the crustal stress transient unloadingand the blasting load are coupled and when the blasting load is singly acted; 3, solving the difference value between the vibration peak value caused by the coupling effect of the ground stress transient unloading and the blasting load and the vibration peak value independently caused by the blasting load; establishing the relationship between the percentage of the difference value in the vibration peak value caused by the blasting load and the ground stress; and according to the actually measured vibration data, predicting the magnitude of the ground stress of the on-site excavation construction tunnel section by combining the relationship between the percentage of the difference value of the two load vibration peak values in the vibration peak values caused by the blasting load and themagnitude of the ground stress, so as to finish the prediction of the magnitude of the ground stress based on the actually measured vibration. According to the crustal stress prediction method based on the actually measured vibration, the problems that the precision is not high and the inclined stratum is not considered can be solved, and the prediction result is more accurate.

Description

technical field [0001] The invention relates to underground engineering: the technical field of ground stress prediction, in particular to a ground stress prediction method based on measured vibration. Background technique [0002] With the development of science and technology and the increasing population density, people's demand for resources has not only stayed on the surface of the earth, but many engineering construction, space development and resource mining activities have gradually moved to the depths of the earth. Moreover, with the penetration into the earth's interior, the high ground stress caused by the large buried depth always affects the safety and stability of the surrounding rock of the cavern in underground engineering. This high in-situ stress is an important mechanical parameter for the underground rock mass to stimulate and respond to the deformation of the internal units of the rock mass under the action of its own gravity, the pressure of the overlyi...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F17/50G01V1/00
CPCG01V1/00Y02T90/00
Inventor 范勇郑军威崔先泽周宜红赵春菊
Owner CHINA THREE GORGES UNIV
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