RESEARCH OF INTERDEPENDENCE BETWEEN METHODS OF CONCRETE RIB-SIDE TRACK BUILDING AND THE TRACK STRENGTH AND DEFORMATION PARAMETERS

UDC 622.268.13: 622.268.7

Authors:

KurnosovS.A., D.Sc. (Tech.), Senior Researcher,

Osenniy V.Ya., Researcher,

Zaderiy V.V., Master of Science

(IGTM NAS of Ukraine),

Tsikra A.A., Ph. D. (Tech.),

Averkin D.I., Master of Science

(«Minova Ukraine» LTD).

Abstract.

Modeling in laboratory conditions with preserving the material properties has defined (i) a mechanism of concrete solid and packed rib-side track deformation at different loads, and (ii) dependences of the track ultimate and retained strength on duration of the mixture hardening, geometric dimensions of the track and its relative shrinkage. The findings, after having measured loads on the cover track in the mines or having calculated them by analytical way, can specify value of the cover track shrinkage, evaluate height and rate of segregation of undermined roof  in the coal seam and, finally, determine rational parameters of different types of concrete tracks under various mining, geological and technical conditions. 

Keywords: methods of concrete rib-side track building, mechanism of the track deformation

References:

1. Bulat, A.F., Smirnov, A.V., Kurnosov, S.A., Voziyanov, V.S., Tsikra, O.A., Zaderiy, V.V. and Averkin, D.I., M.S. Polуakov Institute of Geotechnical Mechanics under NAS of Ukraine (2014), Sposibohoronypidgotovchoivyrobky[Method of preparatory working guard], State Register of Patents of Ukraine, Kiev, UA, Pat. № 92305.

2. Kurnosov, S.A., Zaderiy V.V., Tsikra A.A. [and others] (2013), “Experience in the application security team-insulating strip of fast-curing mixture «TEKHARD»”, Geo-Technical Mechanics, no. 112, pp. 267-280.

3. Bulat A.F., Ilyashov M.A., Usachenko B.M. [and others] (2004), Vremenny tekhnologicheskiy reglament po okhrane podgotovitelnikh vyrabotok ugolnikh shakht litymi polosami iz tverdeyushchikh materialov [Temporary technological regulations for the protection of development workings of coal mines cast strips of hardened materials], RIA «Dnepr-VAL», Dnepropetrovsk, Ukraine.

4. Bulat A.F., Usachenko B.M., Ilyashov M.A. [and others] (2009), Tekhnologicheskiy reglament podderzhaniya povtorno ispolzuyemikh vyemochnikh shtrekov kombinirovannymi okhrannymi sistemami [Technological regulations maintain reusable drifts excavation combined anchoring systems], RIA «Dnepr-VAL», Dnepropetrovsk, Ukraine.

5. Ukraine Ministry of Region Development (2010), BV.2.7-214:2009. Budivelni materially. Betony. Metody vyznachennia mitsnosti za kontrolnymy zrazkamy: Normatyvnyy dokument Minvuhlepromu Ukrainy. Standart [BV.2.7-214:2009. Building materials. Concrete. Methods for determining the strength of control samples], Ukraine Ministry of Region Development , Kiev, Ukraine.

About the authors:

Kurnosov Sergey Anatolyevich, Doctor of Technical Sciences (D.Sc.), Senior Researcher, Senior Researcher in the Department of Mineral Mining at Great Dephts, M.S. Polyakov Institute of Geotechnical Mechanics under the NAS of Ukraine (IGTM, NASU), Dnepropetrovsk, Ukraine, This email address is being protected from spambots. You need JavaScript enabled to view it. .

Osenniy Valentin Yakovlevich, Master of Science, Researcher in the Department of Mineral Mining at Great Dephts, M.S. Polyakov Institute of Geotechnical Mechanics under the NAS of Ukraine (IGTM, NASU), Dnepropetrovsk, Ukraine.

Zaderiy Vladimir Vasilyevich, Master of Science, Engineer in the Department of Mineral Mining at Great Dephts,M.S. Polyakov Institute of Geotechnical Mechanics under the NAS of Ukraine (IGTM, NASU), Dnepropetrovsk, Ukraine, This email address is being protected from spambots. You need JavaScript enabled to view it. .

Tsikra Alexander Anatolyevich, Candidate of Technical Sciences (Ph.D), Technical director of «Minova Ukraine» LTD, Donetsk, Ukraine.

Averkin Dmitry Ivanovich, Master of Science, Deputy Directorof «Minova Ukraine» LTD, Donetsk, Ukraine.

Attachments:
FileDescriptionFile size
Download this file (12.pdf)12.pdfRESEARCH OF INTERDEPENDENCE BETWEEN METHODS OF CONCRETE RIB-SIDE TRACK BUILDING AND THE TRACK STRENGTH AND DEFORMATION PARAMETERS602 kB