Calculation method of Hoek-Brown parameter m and s of solid rock influenced by different mining

A hoek-brown, mining-influenced technology, applied in the fields of rock mechanics and engineering geology, which can solve problems such as differences, errors, and effects of on-site geological conditions

Active Publication Date: 2015-10-14
SHANDONG UNIV OF SCI & TECH
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Problems solved by technology

However, although the above method can obtain m and s, it has the following defects: ① the calculation results have large errors and low precision; ③ For the rock mass affected by multiple mining, human factors are considered more, and the calculation results are more inaccurate, sometimes even wrong
It is rare to obtain the Hoek-Brown parameters m and s of the hard rock affected by different mining operations, and it is affected by the geological conditions on the site, etc. The reliability of the obtained m and s needs to be further studied

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  • Calculation method of Hoek-Brown parameter m and s of solid rock influenced by different mining
  • Calculation method of Hoek-Brown parameter m and s of solid rock influenced by different mining
  • Calculation method of Hoek-Brown parameter m and s of solid rock influenced by different mining

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Embodiment Construction

[0052] Below in conjunction with accompanying drawing and specific embodiment the present invention is described in further detail:

[0053] Geological conditions: the current recoverable coal seam of a mine is mainly 7 # ,8 #, 11-1 # , 12-2 # . 7 # The coal seam is located in the middle of the coal measures, and the direct top is mostly sandy mudstone, and the basic top is mainly silty and fine sandstone, and partially contains medium-coarse sandstone. 8 # Coal seam distance 7 # The distance between coal seams is about 15m, and the Laoding Hebei area is composed of siltstone and medium-coarse sandstone, which gradually becomes interbedded with silt and fine sand towards the west. 11 # The coal is located in the lower part of the coal measure, with a distance of 8 # Coal seam spacing is about 35m. The coal seam layer is stable and the structure is relatively simple. The roof is mainly made of fine sandstone, with dense structure, good cementation, and high compressi...

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Abstract

The invention belongs to the field of rock mass mechanics and engineering geology, and specifically discloses a calculation method of Hoek-Brown parameter m and s of solid rock influenced by different mining. The calculation method comprises following steps: drilling and coring of solid rock influenced by different mining are carried out, and standard samples are obtained via laboratory processing; uniaxial compressive strength of complete solid rock is obtained via uniaxial compression test; the samples influenced by different mining are provided with different confining pressure ranging from 5 to 40MPa via triaxial test, and are provided with axial pressure until the samples are destroyed, and load-displacement curve of the whole loading process is recorded; and at last, m values and s values under each set of conditions are calculated based on Hoek-Brown standard. According to the calculation method, the values of the Hoek-Brown parameter m and s of solid rock influenced by different mining are obtained via on-site coring and laboratory test.

Description

technical field [0001] The invention belongs to the fields of rock mass mechanics and engineering geology, and relates to a method for obtaining Hoek-Brown parameters m and s of hard rock mass affected by different mining operations. Background technique [0002] In my country, the coal seam belonging to the hard roof accounts for about one-third, and is distributed in more than 50% of the mining areas. The overhang of the working face with a hard roof is large, and the mining pressure is concentrated in time and intensity, which poses a great threat to the mining face, and may induce large structural mutations and instability, resulting in rock burst and other related disasters, which pose a threat to the safe mining of coal seams. Great threat. A large number of studies have shown that rock mass failure is a typical nonlinear failure. The Hoek-Brown criterion is used as an empirical strength criterion for rock mass. Because it can express the nonlinear failure characteris...

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N3/08
Inventor 田成林谭云亮宁建国房凯
Owner SHANDONG UNIV OF SCI & TECH
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