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    Academic Journal

    المصدر: Известия Томского политехнического университета ; Bulletin of the Tomsk Polytechnic University

    وصف الملف: application/pdf

    Relation: Известия Томского политехнического университета [Известия ТПУ]. Инжиниринг георесурсов. 2021. Т. 332, № 12; Способы нормализации микроклимата в глубоких протяженных тупиковых выработках / Д. В. Ольховский, А. В. Зайцев, А. В. Шалимов, А. А. Давыдов // Известия Томского политехнического университета [Известия ТПУ]. Инжиниринг георесурсов. — 2021. — Т. 332, № 12. — [С. 200-210].; http://earchive.tpu.ru/handle/11683/69328

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    Academic Journal

    المصدر: Gornye nauki i tekhnologii = Mining Science and Technology (Russia); Vol 4, No 2 (2019); 103-110 ; Горные науки и технологии; Vol 4, No 2 (2019); 103-110 ; 2500-0632

    وصف الملف: application/pdf

    Relation: https://mst.misis.ru/jour/article/view/140/123; Amin M., Ming C. Numerical modeling of rock burst near fault zones in deep tunnels. Tunnelling and Underground Space Technology, 80, 2018, pp. 164-180.; Xiao Y. X., Feng X. T., Li S. J., Feng G. L., Yub Y. Rock mass failure mechanisms during the evolution process of rock burst s in tunnels. International Journal of Rock Mechanics & Mining Sciences, 83, 2016, pp. 174-181.; Man C. H., Fu Q. R., Dong Q. L., Rock burst mechanism research and its control. International Journal of Mining Science and Technology, 28, 2018, pp. 829-837.; Jian Z., Xi B. L., Ha S. M. Evaluation method of rock burst: State-of-the-art literature review. Tunnelling and Underground Space Technology, 81, 2018, pp.632-659.; Kaiser P. K., McCreath D., Tannant D. Rock burst research handbook, Vol. 2, 1996, pp.1990-1995.; Cai M., Champaigne D. Influence of bolt-grout bonding on MCB conebolt performance. International Journal of Rock Mechanics and Mining Sciences, 49, 2012, pp.165-75.; He M. C., Gong W. L., Wang J., Qi P., Tao Z. G., Du S., et al. Development of a novel energy-absorbing bolt with extraordinarily large elongation and constant resistance. International Journal of Rock Mechanics and Mining Sciences, 67, 2014, pp.29-42.; Colson C. M. Rock burst s. Masters Theses. Missouri S&T, 1950, pp. 43-49.; Ortlepp W. D. Rock fracture and rock burst s an illustrative study. Johannesburg, SAIMM Monogr., 1997, Ser. M9, 98.; Kaiser P. K., Tannant D. D., Mccreath D. R., Jesenak R. Rock burst damage assessment procedure. In: Kaiser, P.K., McCreath, D.R. (Eds.), Rock Support in Mining and Underground Construction. Balkema, Rotter-dam, 1992,pp. 639-647.; Kaiser P. K., Tannant D. D., McCreath D. R. Canadian Rock burst Support Handbook.Geomechanics Research Centre, Laurentian University, Sudbury, Ontario, 1996, pp. 314.; Tang B. Y. Rock burst control using distress blasting (Ph.D. thesis). McGill University, Montreal, Canada, 2000.; He M. C., Xia H. M., Jia X. N., Gong W. L., Zhao F., Liang K.Y. Studies on classification, criteria and control of rock burst s. J. Rock Mech. Geotech. Eng., 4(2), 2012, pp. 97-114.; Castro L. A. M., Bewick R. P., Carter T.G. In: An Overview of Numerical Modelling Applied to Deep Mining. Innovative Numerical Modelling in Geomechanics. CRC Press, 2012, pp. 393-414.; Russenes B.F. Analysis of rock spalling for tunnels in steep valley sides. M.Sc. thesis, Norwegian Institute of Technology, Trondheim, Department of Geology, 1974.; Tan Y.A. Rock bursting characteristics and structural effects of rock mass. Sci. Chin., 1992, Ser. B, 35(8), pp. 981-990.; Brauner G. Rock burst in Coal Mines and Their Prevention. A. A. Balkema, Netherlands, 1994.; Kaiser P. K., Tannant D. D., McCreath D.R. Canadian Rock burst Support Handbook. Geomechanics Research Centre, Laurentian University, Sudbury, Ontario, 1996, pp. 314.; Chen B. R., Feng X. T., Li Q. P., Luo R. Z., Li S.J. Rock burst intensity classification based on the radiated energy with damage intensity at Jinping II hydropower station, China. Rock Mech. Rock Eng., 2013, 48(1), 289-303.; Cai M., Champaigne D. Influence of bolt-grout bonding on MCB conebolt performance. International Journal of Rock Mechanics & Mining Sciences, 49, 2012, pp. 65-175.; Jager A. J. Two new support units for the control of rock burst damage. Rock Support in Mining and Underground Construction; 1992, pp. 621-31.; Tannant D. D., Buss B. W. Yielding rockbolt anchors for high convergence or rock burst conditions. In: Proceedings of the 47th Canadian Geotechnical Conference; 1994.; Simser B., Andrieus P., Gaudreau D. Rock burst support at Noranda’s Brunswick Mine, Bathurst, New Brunswick. In: Hammah R, Bawden W, Curran J, Telesnicki M, editors. Proc NARMS 2002, vol. 1.University of Toronto Press; 2002, pp. 805-13.; Manchao H., Chen L., Weili G., L.R.S., Shenglin L. Dynamic tests for a Constant-Resistance-Large-Deformation bolt using a modified SHTB system. Tunnelling and Underground Space Technology, 64, 2017, pp. 103-116.; He M. C., Gong W., Wang J., Qi P., Tao Z., Du S. Development of a novel energy-absorbing bolt with extraordinarily large elongation and constant resistance. Int. J. Rock Mech. Min. Sci., 67, 2014, pp. 29-42.; He M., Miao J., Li D., Wang C. Experimental study on rock burst processes of granite specimen at great depth. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(5), pp. 865-876.; https://mst.misis.ru/jour/article/view/140

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