Abstract
In order to solve the problem of serious failure of surrounding rocks for large or super-large section chambers in deep coal mines, we got the variations of plastic zone range, stress and deformation of surrounding rocks by numerical simulation. First, we took the gangue transfer chamber of Longgu coal mine as the background. And the chamber models with different section sizes were established by using the numerical simulation software FLAC3D. The deformation and failure laws of surrounding rocks for different chamber section sizes were revealed. The results showed that the plastic zone range, stress, and deformation of surrounding rocks increased in varying degrees with the increase of section size. Then, the empirical equations were obtained by fitting the plastic zone, stress and deformation of surrounding rocks with the section size of the chamber. It was found that these parameters increased mainly in the form of quadratic functions. This research revealed the variations of stress, deformation and failure of surrounding rocks of deep chamber with the size of section, which could provide some references for design and control of chamber.
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References
Chen DH, Hua XZ (2017) The deformation law of the surrounding rock in deep mining roadways under the influence of multi-factors and the control countermeasures. J Min Saf Eng 34(4):760–768 (in Chinese)
Du CH, Cao P, Chen Y et al (2017) Study on the stability and deformation of the roadway subjected to high in-situ stresses. Geotech Geol Eng 35:1615–1628
Guo JW, Liu QS, Yang ZB et al (2012) Support technology to deep large-scale soft surrounding rock of roadway in Pingdingshan coal mine. Chin J Rock Mech Eng 31(2):3904–3910 (in Chinese)
Guo WY, Tan YL, Yu FH et al (2018) Mechanical behavior of rock-coal-rock specimens with different coal thicknesses. Geomech Eng 15(4):1017–1027
He MC, Xie HP, Peng SP et al (2005) Study on rock mechanics in deep mining engineering. Chin J Rock Mech Eng 24(16):2803–2813 (in Chinese)
Hou (2017) Effective approach for surrounding rock control in deep roadway. J China Univ Min Technol 46(3):467–473 (in Chinese)
Jiang B, Li SC, Wang Q et al (2017) Design method of roof anchor cable for deep large section mining roadways based on the upper bound method. Rock Soil Mech 38(8):2351–2357 (in Chinese)
Ju F, Li M, Zhang JX et al (2014) Construction and stability of an extra-large section chamber in solid backfill mining. Int J Min Sci Technol 24:763–768
Kang HP (2014) Support technologies for deep and complex roadways in underground coal mines: a review. Int J Coal Sci Technol 1(3):261–277
Li SC, Wang HP, Qian QH et al (2008) In-situ monitoring research on zonal disintegration of surrounding rock mass in deep mine roadways. Chin J Rock Mech Eng 27(8):1545–1553 (in Chinese)
Lin HL, Shi YK (2011) Simulation on stability of surrounding rock of large section chambers in deep structural complex areas. J China Coal Soc 36(10):1619–1623 (in Chinese)
Liu XS, Tan YL, Ning JG et al (2018) Mechanical properties and damage constitutive model of coal in coal-rock combined body. Int J Rock Mech Min Sci 110:140–150
Liu XS, Gu QH, Tan YL et al (2019) Mechanical characteristics and failure prediction of cement Mortar with a sandwich structure. Minerals 9(3):1–12
Meng QB, Han LJ, Qiao WG et al (2012) Research on deformation failure characteristics of the deep high-stress soft rock roadways. J Min Saf Eng 29(4):481–486 (in Chinese)
Meng QB, Han LJ, Qiao WG et al (2016) Evolution law and control technology of surrounding rock for weak and broken coal roadway with large cross section. J China Coal Soc 41(8):1885–1895 (in Chinese)
Ning JG, Liu XS, Tan YL et al (2014) Fracture structure model of weakly cemented roof in shallow seam. J Min Saf Eng 31(4):569–574 (in Chinese)
Ning JG, Liu XS, Tan J et al (2018) Control mechanisms and design for a ‘coal-backfill-gangue’ support system for coal mine gob-side entry retaining. Int J Oil Gas Coal Technol 18(3–4):444–466
Qian QH, Zhou XP (2018) Failure behaviors and rock deformation during excavation of underground cavern group for Jinping I hydropower station. Rock Mech Rock Eng 51:2639–2651
Sun XM, Wang D, Miao CY et al (2015) Research on dynamic pressure instability mechanism and control countermeasure of deep pump room and chamber group in Nantun coal mine. J China Coal Soc 40(10):2303–2312 (in Chinese)
Tan YL, Liu XS, Ning JG et al (2017) In situ investigations on failure evolution of overlying strata induced by mining multiple coal seams. Geotech Test J 40(2):244–257
Tan YL, Liu XS, Shen B et al (2018) New approaches to testing and evaluating the impact capability of coal seam with hard roof and/or floor in coal mines. Geomech Eng 14(4):367–376
Wang Q, Pan R, Jiang B et al (2017) Study on failure mechanism of roadway with soft rock in deep coal mine and confined concrete support system. Eng Fail Anal 81:155–177
Wang Q, Jiang B, Pan R et al (2018) Failure mechanism of surrounding rock with high stress and confined concrete support system. Int J Rock Mech Min Sci 102:89–100
Xiao TQ, Li HM, Yang JL et al (2014) Deformation and failure mechanism of surrounding rock in chamber with super large section and its control. J China Coal Soc 39(4):631–636 (in Chinese)
Xiao TQ, Li HM, Wang GS et al (2017) Study on surrounding rock stability control in large section chamber with complex structure. J Min Saf Eng 34(1):9–15 (in Chinese)
Yang RS, Xue HJ, Guo DM et al (2015) Failure mechanism of surrounding rock of large section chambers in complex rock formations and its control. Journal of China Coal Soc 40(10):2234–2242 (in Chinese)
Zhang JP, Liu LM, Yan X et al (2018a) Asymmetrical support technology for dynamic pressure roadway: a case study from Guotun coal mine in China. Geotech Geol Eng. https://doi.org/10.1007/s10706-018-0652-2
Zhang JX, Zhang Q, Ju F et al (2018b) Theory and technique of greening mining integrating mining, separating and backfilling in deep coal resources. J China Coal Soc 43(2):377–389 (in Chinese)
Zhu GL, Wang SL, Zhang KZ et al (2018a) Technology of even supporting by using large chamber shell in deep mines. J Min Saf Eng 35(3):525–531 (in Chinese)
Zhu XG, Chen ZL, Ren Y (2018b) Numerical simulation study on the anchorage mechanism of yield supporting in deep tunnel. Geotech Geol Eng. https://doi.org/10.1007/s10706-018-0747-9
Acknowledgements
This study is supported by the National Key R&D Program of China (2018YFC0604703), the National Natural Science Foundation of China (51804181, 51874190 and 51574154), the Major Program of Shandong Province Natural Science Foundation (ZR2018ZA0603), the Shandong Province Natural Science Fund (ZR2018QEE002), and Tai’shan Scholar Engineering Construction Fund of Shandong Province of China.
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Song, S., Liu, X., Tan, Y. et al. Simulation Study on Deformation and Fracture Law of Surrounding Rock of Deep Chamber by Section Size. Geotech Geol Eng 37, 4911–4918 (2019). https://doi.org/10.1007/s10706-019-00951-9
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DOI: https://doi.org/10.1007/s10706-019-00951-9