Numerical Analysis of Changing the Force Factors in Temporary Lining at the Tunnel Construction by the NATM

dc.contributor.authorKuprii, Volodymyren
dc.contributor.authorPetrenko, Volodymyr D.en
dc.contributor.authorKuprik, Sofiiaen
dc.contributor.authorKripak, Yevheniien
dc.date.accessioned2019-12-05T08:16:08Z
dc.date.available2019-12-05T08:16:08Z
dc.date.issued2019
dc.descriptionV. Kuprii: 0000-0002-6517-2554,V. Petrenko: 0000-0003-2201-3593en
dc.description.abstractENG: Abstract. The paper presents the results of a numerical analysis of force factors in temporary lining at the tunnel construction by New Austrian Tunneling Method (NATM). The relevance of the performed research is substantiated by the complexity of the temporary lining operation in the form of arches combination, anchors, and shotcrete that arose during construction of the Beskydskyi tunnel in Ukraine. NATM, used in construction, is associated with a change in the sectional area of the working and a staged installation of temporary lining, which leads to a gradual change in the stress-strain state of the "temporary lining – surrounding massif" system. In turn, this leads to a change in the force factors (bending moments and normal forces) in temporary lining. In this study, a series of finite-element models simulating the stages of rock excavation and installation of lining elements have been developed and analyzed. The obtained results allowed to determine the cardinal change of force factors in temporary lining, depending on the stage of construction. Changing the force factors at different stages of the tunnel construction by the NATM makes it possible to perform an optimal selection for temporary lining location.en
dc.identifierDOI: 10.1051/e3sconf/201910900044en
dc.identifier.citationKuprii V., Petrenko V., Kuprik S., Kripak Ye. Numerical Analysis of Changing the Force Factors in Temporary Lining at the Tunnel Construction by the NATM. E3S Web of Conferences. 2019. Vol. 109 : International Conference Essays of Mining Science and Practice, RMGET 2019, Dnipro, Ukraine, 25 June 2019 – 27 June 2019. Dnipro, 2019. DOI: 10.1051/e3sconf/201910900044.en
dc.identifier.urihttp://eadnurt.diit.edu.ua/jspui/handle/123456789/11648en
dc.identifier.urihttps://www.e3s-conferences.org/articles/e3sconf/pdf/2019/35/e3sconf_rmget18_00044.pdfen
dc.identifier.urihttps://www.e3s-conferences.org/articles/e3sconf/abs/2019/35/e3sconf_rmget18_00044/e3sconf_rmget18_00044.htmlen
dc.language.isoen
dc.publisherEDP Sciencesen
dc.subjecttunnelen
dc.subjectforce factorsen
dc.subjecttemporary liningen
dc.subjectNATMen
dc.subjectКМТuk_UA
dc.subjectГНДЛ ШСuk_UA
dc.titleNumerical Analysis of Changing the Force Factors in Temporary Lining at the Tunnel Construction by the NATMen
dc.typeArticleen
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