Use of numerical modelling to determine optimum overcoring parameters in rock stress-strain state analysis

2020 ◽  
pp. 22-27
Author(s):  
A. V. Trofimov ◽  
◽  
A. P. Kirkin ◽  
A. E. Rumyantsev ◽  
A. V. Yavarov ◽  
...  

Before a mineral deposit can be developed deeper, a geomechanical survey should be carried out to determine the stress tensor of the rock mass. The most common in situ stress measurement techniques include the methods of hydraulic fracturing and overcoring. Each of them has its advantages and its drawbacks. The authors of this paper propose to conduct two stages of numerical modelling in order to enhance the efficiency of measurements performed by overcoring method. The first stage involves building a model of drilling to determine the optimum drilling depth. At the second stage, a core drilling model is built. Absolute transverse strains have been determined in reference points of a pilot borehole at each stage of core drilling. The created simulation models help choose the drilling depth of coaxial boreholes, estimate the potential growth of plastic strains that cause core destruction, define the amount of overdrilling to be done to coaxial boreholes and determine the optimum location for the measurement tools. The developed models can also be used to determine stresses by inverse problem solving.

1993 ◽  
Vol 30 (6) ◽  
pp. 991-1002 ◽  
Author(s):  
Robert Corthésy ◽  
Denis E. Gill ◽  
Maria Helena Leite ◽  
Paul M. Thompson

Of the existing in situ stress-measurement techniques, the doorstopper is particularly suited for use in highly stressed zones where core discing may occur. The main reason is that the doorstopper requires a very short intact core length to obtain a valid measurement in comparison with other techniques that use overcoring to perform stress relief, such as borehole-deformation gauges, CSIR (Council for Scientific and Industrial Research), and CSIRO (Commonwealth Scientific and Industrial Research Organization) gauges. The paper presents stress-measurement results obtained with the modified doorstopper technique in highly stressed granite, at the Underground Research Laboratory (URL) of Atomic Energy of Canada Limited. A brief description of the modified doorstopper technique and of a stress-calculation model that includes the nonlinear anisotropic behaviour found in highly stressed rocks is made. Stress-measurement results obtained at the URL with different techniques are compared with those obtained with the modified doorstopper cell. Key words : doorstopper, high stresses, anisotropy, nonlinear elasticity, core discing.


1975 ◽  
Vol 26 ◽  
pp. 87-92
Author(s):  
P. L. Bender

AbstractFive important geodynamical quantities which are closely linked are: 1) motions of points on the Earth’s surface; 2)polar motion; 3) changes in UT1-UTC; 4) nutation; and 5) motion of the geocenter. For each of these we expect to achieve measurements in the near future which have an accuracy of 1 to 3 cm or 0.3 to 1 milliarcsec.From a metrological point of view, one can say simply: “Measure each quantity against whichever coordinate system you can make the most accurate measurements with respect to”. I believe that this statement should serve as a guiding principle for the recommendations of the colloquium. However, it also is important that the coordinate systems help to provide a clear separation between the different phenomena of interest, and correspond closely to the conceptual definitions in terms of which geophysicists think about the phenomena.In any discussion of angular motion in space, both a “body-fixed” system and a “space-fixed” system are used. Some relevant types of coordinate systems, reference directions, or reference points which have been considered are: 1) celestial systems based on optical star catalogs, distant galaxies, radio source catalogs, or the Moon and inner planets; 2) the Earth’s axis of rotation, which defines a line through the Earth as well as a celestial reference direction; 3) the geocenter; and 4) “quasi-Earth-fixed” coordinate systems.When a geophysicists discusses UT1 and polar motion, he usually is thinking of the angular motion of the main part of the mantle with respect to an inertial frame and to the direction of the spin axis. Since the velocities of relative motion in most of the mantle are expectd to be extremely small, even if “substantial” deep convection is occurring, the conceptual “quasi-Earth-fixed” reference frame seems well defined. Methods for realizing a close approximation to this frame fortunately exist. Hopefully, this colloquium will recommend procedures for establishing and maintaining such a system for use in geodynamics. Motion of points on the Earth’s surface and of the geocenter can be measured against such a system with the full accuracy of the new techniques.The situation with respect to celestial reference frames is different. The various measurement techniques give changes in the orientation of the Earth, relative to different systems, so that we would like to know the relative motions of the systems in order to compare the results. However, there does not appear to be a need for defining any new system. Subjective figures of merit for the various system dependon both the accuracy with which measurements can be made against them and the degree to which they can be related to inertial systems.The main coordinate system requirement related to the 5 geodynamic quantities discussed in this talk is thus for the establishment and maintenance of a “quasi-Earth-fixed” coordinate system which closely approximates the motion of the main part of the mantle. Changes in the orientation of this system with respect to the various celestial systems can be determined by both the new and the conventional techniques, provided that some knowledge of changes in the local vertical is available. Changes in the axis of rotation and in the geocenter with respect to this system also can be obtained, as well as measurements of nutation.


2013 ◽  
Vol 734-737 ◽  
pp. 759-763 ◽  
Author(s):  
Yong Li ◽  
Yun Yi Zhang ◽  
Ren Jie Gao ◽  
Shuai Tao Xie

Jixi mine area is one of the early mined areas in China and it's a typical deep mine. Because of large deformation of underground roadway and dynamic disasters occurred frequently in this mine, five measurement points of in-situ stress in this mine was measured and then analyzed with inversion. Based on these in-situ stress measurement data, numerical model of 3D in-situ stress back analysis was established. According to different stress fields, related analytical samples of neural network were given with FLAC program. Through the determination of hidden layers, hidden nodes and the setting of parameters, the network was optimized and trained. Then according to field measurement of in-situ stress, back analysis of initial stress field was conducted. Compared with field measurement, with accuracy requirement satisfied, it shows that the in-situ stress of rock mass obtained is basically reasonable. Meanwhile, it proves that the measurement of in-situ stress can provide deep mines with effective and rapid means, and also provide reliable data to optimization of deep roadway layout and supporting design.


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