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1Nikulin N.Y., Prostov S.M., Khyamyalyaynen V.A., Gerasimov O.V. Pilot study of geomechanical processes in a zone of high-pressure injection of soils. Vestnik Kuzbasskogo gosudarstvennogo tekhnicheskogo universiteta=Bulletin of the Kuzbass State Technical University. 2013; 2(96):3-9. (In Russ., abstract in Eng.). MORE INFO DOWNLOAD
2Shabaev S.N., Sokolov M.V., Jurin S.A. Working out of bases of software for the calculation of round-cylindrical foundations of traffic signs. Vestnik Kuzbasskogo gosudarstvennogo tekhnicheskogo universiteta=Bulletin of the Kuzbass State Technical University. 2014; 4(104):115-118. (In Russ., abstract in Eng.). MORE INFO DOWNLOAD
3Prostov S.M., Sokolov M.M. Analysis of stress-strain state strengthens homogenous subgrade on the basis of integrated criteria. Vestnik Kuzbasskogo gosudarstvennogo tekhnicheskogo universiteta=Bulletin of the Kuzbass State Technical University. 2015; 6(112):52-61. (In Russ., abstract in Eng.). MORE INFO DOWNLOAD
4Sokolov M.V., Prostov S.M. Modeling of geomechanical processes with uneven subsidence foundations of structures. Vestnik Kuzbasskogo gosudarstvennogo tekhnicheskogo universiteta=Bulletin of the Kuzbass State Technical University. 2017; 1(119):15-25. (In Russ., abstract in Eng.). MORE INFO DOWNLOAD
5Sokolov M.V., Prostov S.M. Geomechanical justification of the injection soil grouting parameters for nonhomogeneous unstable foundation soils. Vestnik Kuzbasskogo gosudarstvennogo tekhnicheskogo universiteta=Bulletin of the Kuzbass State Technical University. 2017; 3(121):37-44. (In Russ., abstract in Eng.). MORE INFO DOWNLOAD
6Sokolov M.V., Prostov S.M. Geomechanical justification of the parameters for injection consolidation of hazardous ground foundation of a building. Vestnik Kuzbasskogo gosudarstvennogo tekhnicheskogo universiteta=Bulletin of the Kuzbass State Technical University. 2017; 4(122):5-13. (In Russ., abstract in Eng.). doi: 10.26730/1999-4125-2017-4-5-13 MORE INFO DOWNLOAD
7Vlasov M.A., Prostov S.M., Sokolov M.V. Selection of rational parameters of the geomechanical model of the soil foundation of the structure in the PLAXIS 3D PC. Vestnik Kuzbasskogo gosudarstvennogo tekhnicheskogo universiteta=Bulletin of the Kuzbass State Technical University. 2023; 5(159):4-14. (In Russ., abstract in Eng.). doi: 10.26730/1999-4125-2023-5-4-14 MORE INFO DOWNLOAD

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