METHOD OF SEQUENTIAL APPROXIMATION USING TO DETERMINE THE METAL-RESIN ANCHOR LONGITUDENAL FORCES DISTRIBUTION DURING ITS PULLOUT TESTING
DOI:
https://doi.org/10.34185/1562-9945-2-157-2025-06Keywords:
sequential approximation method, SEPT investigating, metal-resin anchor longitudenal forces distribution.Abstract
The results of SEPT investigating, as a rule, are general parameters as cohesion and shear strength and system rigid. The parameters achieved without taking into account fixed compound parameters and efforts parameter distribution were not analysing. Attempt to obtain the analytical form distribution at “anchor bar-fixing compound” and “fixing com-pound-rock” contacts has made. Present paper devoted to comparison the solving of general-ized task of M.E. Zhukovskiy specification with taking into account the specialty of anchor rebar- fixing compound-rock system with the parameters obtained with finite element method (FEM). Obtained results demonstrate correspondence to viewpoints of metal resin anchor loading mechanism. Simplified formulas of efforts dependences in fixing compound shell vs construction system parameters were obtained. Do results comparison with ones, what ob-tained with FEM method. Graphic dependencies are presented. Conclusions about main pa-rameters of efforts along resin anchor components distributions done. Conclusions on using effectiveness of proposed method for analysis SEPT testing parameters obtaining made.
References
Krykovskyi O. Interaction of rock-bolt supports while weak rock reinforcing by means of injection rock bolts/ Krykovskyi O., Krykovska V., Skipochka S. // Mining of Mineral Depos-its, 2021. - 15(4). – р.р. 8-14. https://doi.org/10.33271/mining15.04.008
Larionov G I On the One Parameters Influence Evaluating Method Employed to Evaluate the Support Capacity of a Metal-Resin Anchor / Larionov G.I., Larionov N.G. // In Todor Zhelyazov (Ed.) Modeling of the Soil-Structure (Nova Science Publishers Inc.: New York), 2020. - Chapter 3. – p.p 87-103.
Skipochka S, Krukovskyi O, Serhiienko V and Krasovskyi I 2019 Physical modeling of the rock bolt interaction with the rock massif E3S web of conferences, 123, 01002 https://doi: https://doi.org/10.1051/e3sconf/201912301002.
Krukovskyi O, Bulich Yu and Zemlianaia Yu 2019 Modification of the roof bolt support technology in the conditions of increasing coal mining intensity E3S Web of Conferences (109), 00042. https://doi.org/10.1051/e3sconf/201910900042
Skipochka S. 2019 Conceptual basis of mining intensification by the ge-omechanical factor E3S web of conferences, 109, 00089. https://doi.org/10.1051/e3sconf/201910900089.
Ilin S, Adorska L, Samusia V, Kolosov D and Ilina I 2019 Concep-tual bases of intensification of mining operations in mines of Ukraine based on monitoring and condition management of mine hoisting systems E3S web of conferences, 109, 00030. https://doi.org/10.1051/e3sconf/201910900030
Krukovskyi O. Mathematical modeling of unsteady water filtration into anchored mine opening / Krukovskyi O., Krukovska V., Vynohradov Y. // Mining of Mineral Deposits, 11(2), 2017. - рр21–27. https://doi.org/10.15407/mining11.02.021
Mark C New developments with coal mine roof rating / Mark C., Molinda G.M., Barton T.M.// Peng SS. ed. Proceeding of the 13th International Conf. on Ground Control in Mining (Morgantown, WV: West Virginia University), 2002.
O’Conor D. Measuring the effect of bolt installation practice on bond strength for resin an-chored rockbolts / O’Conor D., van Vuuren J., Altounyan P. // SANIRE 2002 Symposium Re-Defining the Boundaries, September
Pile J. Shot-encapsulation pull tests for roof bolt evaluation at an operating coal mine / J. Pile, S. Bessinger, C. Marc, S. Taddiini // Peng S.S. ED. Proceedings of the 22nd Interna-tional Conference on Ground Control in Mining. –Morgantown,WV: West Virginia University, 2003. – P. 226-232.
Serbousek M.O. Linear load-transfer mechanisms of fully grouted roof bolts / M.O. Ser-bousek, S.P. Signer// Bureau of Mines. 1987. R19135
Mark C. Summary of field measurements of roof bolt performance / C. Mark, D.R. Doli-nar, T.P. Mucho // New Technology for Coal Mine Roof Support. Pittsburgh,PA. U.S. De-partment of Health and Human Services, Public Health Service. Centres for Disease Control and Prevention. National Institute for Occupational Safety and Health, 2000, DHHS,(NIOSH) Publication №2000-151,IC 9453.
Whitaker A. Criticalassessment of past research into rock bolt anchorage mechanisms / A. Whitaker // Unpublished BE. (Mining Engineering) thesis/ University of New South Wales. – Sydney, 1998.
Hagan P.C. Observation on the differences in load transfer of a fully encapsulated rock-bolt / P.C. Hagan // Proceedings of the Australian Ground Control in Mining Conference, No-vember, 2003.
Peng S.S. Coal mine ground control. 2nd edition. John Wiley and Sons, Inc., 1986. P.213–245.
Signer S.P. A case study of grouted roof bolt loading in a two-entry gateroad / S.P. Signer, S.D. Jones // Peng SS, ed. Proceedings of the 12th International Conference on Ground Con-trol in Mining, WV: West Virginia University, 1990. - P. 35-41.
Signer S.P. A case study of grouted roof bolt loading in a two-entry gateroad / S.P. Signer, J.L. Levis // Peng SS. ed. Proceeding of the 17th International Conference on Ground Control in Mining. – Morgantown, WV: West Virginia University, 1997. – P. 249-256.
Altounyan P.F.R. Inatumentation of procedures for routine monitoring of reinforced mine roadways to prevent falls of ground / P.F.R. Altounyan, D.N. Bigby, K.G. Hurt, H.V. Peake // Dhar BB, Bhowmick BC. eds Proceedings of 27th International Conference of Safety in Mines research Institutes. – New Delhi, India, 1997. – Vol.2. – P. 759-766.
Larionov G.I. O primenenii zadachi N.E. Zhukovskogo dlia opredeleniia usilii v zakreplennom metallopolimernom ankere / G.I. Larionov // Geo-Technical Mechanics, 2006. - Vol. 64. - рр 30-40
Lure A.I. Operatcionnoe ischislenie i ego prilozheniia k zadacham mekhaniki/ A.I. Lure - M-L.: Gos. izd. tekhn-teor. Lit, 1951. - 432 р.
Larionov G.I. Otsiniuvannia konstruktyvnykh parametriv ankernoho kriplennia/ G.I. Larionov // National Metallurgy Academia of Ukraine,2011. – 286 p.
Larionov G.I. 2009 Vykorystannia rozviazku uzahalnenoi zadachi M.Ie. Zhukovskoho dlia vyznachennia napruzheno-deformovanoho stanu u okoli ankernoho shpuru / G.I. Larionov // Matematychni problemy tekhnichnoi mekhaniky 20-23 kvitnia 2009. -(Dnipropetrovsk-Dniprodzerzhynsk. - р 84-86.
Larionov G.I. 2008 Rozrakhunok shchilnosti ankernoho kriplennia z urakhuvanniam poperednoho navantazhennia ta hlybyny roztashuvannia vyrobky / G.I. Larionov // Systemni tekhnolohii: Rehional. zb. nauk. Рr. – Dnipropetrovsk, 2008. –Vol. 4(57). - рр 125-138 (ISSN1562.9945).
Larionov G.I. Pro vplyv hlybyny rozrobky ta poperednoho navanta-zhennia na shchilnist roztashuvannia ankeriv/ G.I. Larionov// Metody rozviazuvannia prykladnykh zadach mekhaniky deformovanoho tverdoho tila: zb. nauk. pr. – Dnipropetrovsk, 2008. - Vol. 9. - рр 115-128.
Krykovskyi O. 2003 Vliianie plotnosti ustanovki vysokonesushchikh ankernykh shtang na formirovanie sistemy opornogo perekrytiia/ O. Krykovskyi // Geo-Technical Mechanics, 2003. - Vol. 47. - pp 254-261.
Krykovskyi O. Metody rascheta ankernoi krepi / O. Krykovskyi // Problemy obchysliuvalnoi mekhaniky i mitsnosti konstruktsii: zb. nauk. pr. - Min-vo osvity i nauky Ukrainy Dnipropetr. nats. un-t (Dnipropetrovsk ), 2005. - Vol. 9. - рр 92-99.
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