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HALAT TİPİKAYA SAPLAMALARI VE MADENCiLiKTEKi UYGULAMALARI

Year 2003, Issue: 004, 195 - 214, 15.09.2003

Abstract

Diğer üretim faaliyetlerinde olduğu gibi yeraltı maden işletmeciliğinde de işçi ve işyeri emniyetinin sağlanması en önemli ve vazgeçilmez koşuldur. Bu kapsamda tahkimat, hem emniyetin sağlanması hem de faaliyetlere mekan hazırlanması bakımından belirgin bir önem kazanmaktadır.

Bu çalışmada yeraltı maden işletmeleri tahkimat işlerinde, yaygın bir şekilde kullanılmakta olan halat tipi kaya sapmaları hakkında yapılmış olan bir literatür araştırılmasının sonuçları sunulmakta ve yazarlar tarafından geliştirilmiş olan bir halat tespit yönteminin( patlatma esaslı halat tipi kaya sapması) bu konuya katkılarına işaret edilmektedir. çalışmada halat tipi kaya sapmaları hakkında genel bilgi verildikten sonra yerleştirme yöntemleri çalışma prensipleri ve kullanım alanları anlatılmaktadır. ayrıca halat tipi kaya sapmalarının uygulandığı maden ocaklarının çeşitli örnekleri verilmiştir.

References

  • [1] D. Marshall, Hangingwall Control at Willroy, Canadian Mining and Metallurgy Bulletin, No:56 (1963), 327-331.
  • [2] L. 1. Thorn, ve D. S. Muller, Prestressed Roof Support in Underground Engine Chambers at Free State Geduld Mines Ltd., Trans. Assn Mine Mngrs S. Afr., (1964),411-428.
  • [3] B. Stillborg, Professional Users Handbook For Rock Bolting, Trans Tech Publications (1994), p: 145.
  • [4] D. 1. Hutchinson, ve V. Falmagne, Observational Design of Underground Cablebolt Support Systems Utilizing Instrumentation, Bulletin of Engineering Geology and the Environment, 58 (3), (April 2000), p: 227-241.
  • [5] D. 1. Hutchinson, ve M. S. Diederichs, Cablebolting in Underground Mines, BiTech Publishers Ltd., Richmond, British Columnia, Canada, (1996), p: 406.
  • [6] D. 1. Hutchinson, ve S. Nickson, Auditing Cablebolt Installations for Underground Mines, Trans. SME., (2001), Vol. 301.
  • [7] D. A. Nelson, A. 1. Hyett ve S. Dennison, Cable Bolt Performance in the 1854E Hanginwall at Campbell Mine, CIM AGM, Toronto, Canada (2000).
  • [8] R. D. Reichert, W. F. Bawden ve A. 1. Hyett, Evaluation of Design Bond Strenght for Fully Grouted Cable Bolts, The Canadian Mining and Metallurgical Bulletin, (1992), Vol. 85, p:llO-118.
  • [9] A. 1. Hyett, W. F. Bawden ve A. L. Coulson, Physical and Mechanical Properties of Normal Portland Cement Pertaining to Fully Grouted Cable Bolts, Rock Support in Mining and Underground Construction, Balkema, Rotterdam, (1992), p:341-348.
  • [10] A. 1. Hyett, W. F. Bawden ve D. Reichert, The Effect of Rock Mass Confinement on the Bond Strength of Fully Grouted Cable Bolts, Int. 1. Rock. Mech. Min. Sci & Geomech. Abstr. Vol. 29, No.5, (1992), p:503-524.
  • [11] A. G. Thompson, Tensioning Reinforcing Cables, Rock Support in Mining and Underground Construction, Balkema, Rotterdam, (1992), p:285-291.
  • [12] O. Uysal, Patlatma Esaslt Ha/at Tipi (Kablo Tipi) Kaya Saplamalart Tasartmt, Uretimi ve Uygulamalart, Doktora Tezi, Cumhuriyet Universiresi Fen Bilimleri Enstitusu, Sivas, (2001). p: 188.
  • [13] C. Biron ve E. Anoglu, Madenlerde Tahkimat lsleri ve Tasartmt, Birsen Yayinevi, istanbul. (1992), 5:360.
  • [14] C. R. Windsor, Invited Lecture: Cable Bolting for Underground and Surface Excavations, Rock Support in Mining and Underground Construction, Balkema, Rotterdam, (1992), p:349-366.
  • [15] P. Lappalainen, J. Pulkkinen and J. Kuparinen, Use of Steel Strands in Cable Bolting and Rock Bolting, In Rock Bolting: Theory and Application in Milling and Underground Construction, Rotterdam, Balkema, (1984), p:557-562,
  • [16] U. Bajzelj, J. Likar, F. Zigman, A. Subelj and S. Spek, Geotechnical Analyses of the Mining Method Using Long Cable Bolts, In Rock Support in Mining and Underground Construction. Proc. Int. Symp. on Rock Support, Rotterdam, Balkema, (1992), p:393-402.
  • [17] F. Bourchier, E. Dib ve M. O'Flaherty, Practical Improvements to Installation of Cable Bolts: Progress at Campbell, Rock Support in Mining and Underground Construction, Balkema, Rotterdam, (1992), p: 311-318.
Year 2003, Issue: 004, 195 - 214, 15.09.2003

Abstract

References

  • [1] D. Marshall, Hangingwall Control at Willroy, Canadian Mining and Metallurgy Bulletin, No:56 (1963), 327-331.
  • [2] L. 1. Thorn, ve D. S. Muller, Prestressed Roof Support in Underground Engine Chambers at Free State Geduld Mines Ltd., Trans. Assn Mine Mngrs S. Afr., (1964),411-428.
  • [3] B. Stillborg, Professional Users Handbook For Rock Bolting, Trans Tech Publications (1994), p: 145.
  • [4] D. 1. Hutchinson, ve V. Falmagne, Observational Design of Underground Cablebolt Support Systems Utilizing Instrumentation, Bulletin of Engineering Geology and the Environment, 58 (3), (April 2000), p: 227-241.
  • [5] D. 1. Hutchinson, ve M. S. Diederichs, Cablebolting in Underground Mines, BiTech Publishers Ltd., Richmond, British Columnia, Canada, (1996), p: 406.
  • [6] D. 1. Hutchinson, ve S. Nickson, Auditing Cablebolt Installations for Underground Mines, Trans. SME., (2001), Vol. 301.
  • [7] D. A. Nelson, A. 1. Hyett ve S. Dennison, Cable Bolt Performance in the 1854E Hanginwall at Campbell Mine, CIM AGM, Toronto, Canada (2000).
  • [8] R. D. Reichert, W. F. Bawden ve A. 1. Hyett, Evaluation of Design Bond Strenght for Fully Grouted Cable Bolts, The Canadian Mining and Metallurgical Bulletin, (1992), Vol. 85, p:llO-118.
  • [9] A. 1. Hyett, W. F. Bawden ve A. L. Coulson, Physical and Mechanical Properties of Normal Portland Cement Pertaining to Fully Grouted Cable Bolts, Rock Support in Mining and Underground Construction, Balkema, Rotterdam, (1992), p:341-348.
  • [10] A. 1. Hyett, W. F. Bawden ve D. Reichert, The Effect of Rock Mass Confinement on the Bond Strength of Fully Grouted Cable Bolts, Int. 1. Rock. Mech. Min. Sci & Geomech. Abstr. Vol. 29, No.5, (1992), p:503-524.
  • [11] A. G. Thompson, Tensioning Reinforcing Cables, Rock Support in Mining and Underground Construction, Balkema, Rotterdam, (1992), p:285-291.
  • [12] O. Uysal, Patlatma Esaslt Ha/at Tipi (Kablo Tipi) Kaya Saplamalart Tasartmt, Uretimi ve Uygulamalart, Doktora Tezi, Cumhuriyet Universiresi Fen Bilimleri Enstitusu, Sivas, (2001). p: 188.
  • [13] C. Biron ve E. Anoglu, Madenlerde Tahkimat lsleri ve Tasartmt, Birsen Yayinevi, istanbul. (1992), 5:360.
  • [14] C. R. Windsor, Invited Lecture: Cable Bolting for Underground and Surface Excavations, Rock Support in Mining and Underground Construction, Balkema, Rotterdam, (1992), p:349-366.
  • [15] P. Lappalainen, J. Pulkkinen and J. Kuparinen, Use of Steel Strands in Cable Bolting and Rock Bolting, In Rock Bolting: Theory and Application in Milling and Underground Construction, Rotterdam, Balkema, (1984), p:557-562,
  • [16] U. Bajzelj, J. Likar, F. Zigman, A. Subelj and S. Spek, Geotechnical Analyses of the Mining Method Using Long Cable Bolts, In Rock Support in Mining and Underground Construction. Proc. Int. Symp. on Rock Support, Rotterdam, Balkema, (1992), p:393-402.
  • [17] F. Bourchier, E. Dib ve M. O'Flaherty, Practical Improvements to Installation of Cable Bolts: Progress at Campbell, Rock Support in Mining and Underground Construction, Balkema, Rotterdam, (1992), p: 311-318.
There are 17 citations in total.

Details

Primary Language Turkish
Subjects Engineering
Journal Section Articles
Authors

Ö. Uysal

A. Demirci This is me

Y.s. Durutürk This is me

Publication Date September 15, 2003
Published in Issue Year 2003 Issue: 004

Cite

APA Uysal, Ö., Demirci, A., & Durutürk, Y. (2003). HALAT TİPİKAYA SAPLAMALARI VE MADENCiLiKTEKi UYGULAMALARI. Journal of Science and Technology of Dumlupınar University(004), 195-214.

HAZİRAN 2020'den itibaren Journal of Scientific Reports-A adı altında ingilizce olarak yayın hayatına devam edecektir.