Stability Assessment of Mining Excavations: the Impact of Large Depths

[1] Dubiński, J., Turek, M. (2012). Szanse i zagrożenia rozwoju górnictwa węgla kamiennego w Polsce [Chances and threats to the development of hard coal mining in Poland]. Wiadomości Górnicze 63(11), 626-633 (in Polish).DubińskiJ.TurekM.2012Szanse i zagrożenia rozwoju górnictwa węgla kamiennego w Polsce [Chances and threats to the development of hard coal mining in Poland]Wiadomości Górnicze6311626–633(in Polish)Search in Google Scholar

[2] Lubosik, Z., Prusek, S., Wrana, A., Walentek, A. (2015). Underground measurement of gateroad stability at the depth around 1000 m. In: 34th International Conference on Ground Control in Mining 1–9.LubosikZ.PrusekS.WranaA.WalentekA.2015Underground measurement of gateroad stability at the depth around 1000 m34th International Conference on Ground Control in Mining1–9Search in Google Scholar

[3] Duży, S. (2007). Wpływ głębokości lokalizacji wyrobisk górniczych na niezawodność i bezpieczeństwo ich konstrukcji. Warsztaty 2007 z cyklu: Zagrożenia naturalne w górnictwie, 183-196 (in Polish).DużyS.2007Wpływ głębokości lokalizacji wyrobisk górniczych na niezawodność i bezpieczeństwo ich konstrukcjiWarsztaty 2007 z cykluZagrożenia naturalne w górnictwie183–196(in Polish)Search in Google Scholar

[4] Majcherczyk, T., Małkowski, P., Niedbalski, Z., Bednarek, Ł. (2014). Analysis of yielding steel arch support with rock bolts in mine roadways stability aspect. Archives of Mining Sciences 59(3), 641-654.MajcherczykT.MałkowskiP.NiedbalskiZ.BednarekŁ.2014Analysis of yielding steel arch support with rock bolts in mine roadways stability aspectArchives of Mining Sciences593641–65410.2478/amsc-2014-0045Search in Google Scholar

[5] Walentek, A., Lubosik, Z. (2017). Optymalizacja obudowy wyrobisk przyścianowych zlokalizowanych na głębokości większej niż 1000 m Przegląd Górniczy 73(2), 76-84 (in Polish).WalentekA.LubosikZ.2017Optymalizacja obudowy wyrobisk przyścianowych zlokalizowanych na głębokości większej niż 1000 mPrzegląd Górniczy73276–84(in Polish)Search in Google Scholar

[6] Hoek, E., Kaiser, P., Bawden, W. (1995). Support of Underground Excavation in Hard Rock. Funding by Mining Research Directorate and Universities Research Incentive Fund, RotterdamHoekE.KaiserP.BawdenW.1995Support of Underground Excavation in Hard RockFunding by Mining Research Directorate and Universities Research Incentive Fund, RotterdamSearch in Google Scholar

[7] Majcherczyk, T., Małkowski, P., Niedbalski, Z. (2008). Badania nowych rozwiązań technologicznych w celu rozrzedzenia obudowy podporowej w wyrobiskach korytarzowych [Testing new technological solutions for increasing the clear interval between arches in roadways]. Kraków. Uczelniane Wydawnictwa Naukowo – Dydaktyczne (in Polish).MajcherczykT.MałkowskiP.NiedbalskiZ.2008Badania nowych rozwiązań technologicznych w celu rozrzedzenia obudowy podporowej w wyrobiskach korytarzowych [Testing new technological solutions for increasing the clear interval between arches in roadways]KrakówUczelniane Wydawnictwa Naukowo – Dydaktyczne (in Polish)Search in Google Scholar

[8] Brodny, J. (2010). Determining the working characteristic of a friction joint in a yielding support Archives of Mining Sciences 55(4), 733-746.BrodnyJ.2010Determining the working characteristic of a friction joint in a yielding supportArchives of Mining Sciences554733–746Search in Google Scholar

[9] Brown, E., Hoek, H. (1978). Trends in relationships between measured rock in situ stress and depth. International Journal of Rock Mechanics and Mining Sciences 15(4), 211-215.BrownE.HoekH.1978Trends in relationships between measured rock in situ stress and depthInternational Journal of Rock Mechanics and Mining Sciences154211–21510.1016/0148-9062(78)91227-5Search in Google Scholar

[10] Liu, C. (2011). Distribution laws of in-situ stress in deep underground coal mines. Procedia Engineering 26(1), 909-917.LiuC.2011Distribution laws of in-situ stress in deep underground coal minesProcedia Engineering261909–91710.1016/j.proeng.2011.11.2255Search in Google Scholar

[11] Malan, D., Basson, F. (1998). Ultra-deep mining: The increased potentional for squeezing conditions The Journal of the South African Institute of Mining and Metallurgy 98(7), 353-363.MalanD.BassonF.1998Ultra-deep mining: The increased potentional for squeezing conditionsThe Journal of the South African Institute of Mining and Metallurgy987353–363Search in Google Scholar

[12] Rotkegel, M. (2013). ŁPw steel arch support – Designing and test results. Journal of Sustainable Mining 12(1) _34-40.RotkegelM.2013ŁPw steel arch support – Designing and test resultsJournal of Sustainable Mining12134–4010.7424/jsm130107Search in Google Scholar

[13] Zhang, W., Zhang, D., Xu, M. (2013). Fast drivage technology for large sections of deep coal-rock roadway in complicated geological conditions. Electronic Journal of Geotechnical Engineering 13, 1939-1950.ZhangW.ZhangD.XuM.2013Fast drivage technology for large sections of deep coal-rock roadway in complicated geological conditionsElectronic Journal of Geotechnical Engineering131939–1950Search in Google Scholar

[14] Brodny, J. (2011). Tests of friction joints in mining yielding supports under dynamic load Archives of Mining Sciences 56(2), 303-318.BrodnyJ.2011Tests of friction joints in mining yielding supports under dynamic loadArchives of Mining Sciences562303–318Search in Google Scholar

[15] Jiang, B., Wang, L., Lu, Y., Gu, S., Sun, X. (2015). Failure mechanism analysis and support design for deep composite soft rock roadway: A case study of the Yangcheng coal mine in China. Shock and Vibration 1, 1-14.JiangB.WangL.LuY.GuS.SunX.2015Failure mechanism analysis and support design for deep composite soft rock roadway: A case study of the Yangcheng coal mine in ChinaShock and Vibration11–1410.1155/2015/452479Search in Google Scholar

[16] Zhai, X., Huang, G., Chen, Ch., Li, R. (2018). Combined supporting technology with bolt-grouting and floor pressure-relief for deep chamber: An underground coal mine case study. Energies 11(1), 1-16.ZhaiX.HuangG.ChenCh.LiR.2018Combined supporting technology with bolt-grouting and floor pressure-relief for deep chamber: An underground coal mine case studyEnergies1111–1610.3390/en11010067Search in Google Scholar

[17] Cao, R., Cao, P., Lin, H. (2016). Support technology of deep roadway under high stress and its application. International Journal of Mining Science and Technology 26(5), 787-793.CaoR.CaoP.LinH.2016Support technology of deep roadway under high stress and its applicationInternational Journal of Mining Science and Technology265787–79310.1016/j.ijmst.2016.05.046Search in Google Scholar

[18] Yu, Z., Kulatilake, P., Jiang, F. (2012). Effect of tunnel shape and support system on stability of a tunnel in a deep coal mine in China. Geotechnical and Geological Engineering 30(2), 383-394.YuZ.KulatilakeP.JiangF.2012Effect of tunnel shape and support system on stability of a tunnel in a deep coal mine in ChinaGeotechnical and Geological Engineering30238339410.1007/s10706-011-9475-0Search in Google Scholar

[19] Bednarek, Ł. (2017). Wpływ dużej głębokości wyrobisk udostępniających w kopalni węgla kamiennego na zachowanie się górotworu i deformacje obudowy [Influence of the great depth of opening-out excavation headings in coal mines on the behavior of rock mass and ground support deformation]. Ph.D. Thesis. AGH University of Science and Technology, Kraków. [unpublished] (in Polish).BednarekŁ.2017Wpływ dużej głębokości wyrobisk udostępniających w kopalni węgla kamiennego na zachowanie się górotworu i deformacje obudowy [Influence of the great depth of opening-out excavation headings in coal mines on the behavior of rock mass and ground support deformation]. Ph.D. Thesis. AGH University of Science and Technology, Kraków. [unpublished] (in Polish)Search in Google Scholar