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Year 2014, , 107 - 118, 01.06.2014
https://doi.org/10.19111/bmre.17898

Abstract

References

  • Akbulut, İ., Aksoy, T., Çağlan, D., Ölmez, T. 2007. Afşin- Elbistan Kışlaköy Açık Kömür İşletmesi fiev Stabilitesi Çalışması, Maden Tetkik ve Arama Genel Müdürlüğü Rapor No: 11194 (unpublished).
  • Akbulut, İ., Aksoy, T., Ölmez, T., Çağlan, D., Onak, A., Çam, İ., Sezer, S., Çevik, M, Çalışkan, V., Yurtseven, N., Sülükçü, S. 2008. Afşin-Elbistan Kışlaköy Açık Kömür İşletmesi 2. Kısım 1. bölüm fiev Stabilitesi Çalışması, Maden Tetkik ve Arama Genel Müdürlüğü Rapor No: 11201 (unpublished).
  • ASTM (American Society For Testing and Materials), 1994. Annual Book of ASTM Standards-Section 4, Construction, V. 04.09, Soil and Rock; Building Stones, Astm Publ. 978 pp.
  • BSI (British Standards Institution 1377), 1990. Methods of Civil Engineering Purposes, 143 p.
  • Ergüder, İ., Kızıldağ, İ., Günkel, fi. 2000. AEL Kışlaköy Açık İşletmesi Doğu Nihai fievi Jeofizik Rezistivite Etüdü Raporu, TKİ Genel Müdürlüğü.
  • Fredlund, D.G., Krahn, J. 1977. Comparison of slope stability methods of analysis, Canadian Geotechnical Journal, 14(3), 429-439.
  • Gürsoy, E. Özcan, K., Yücel, A.R. 1981. Kahramanmaraş - Elbistan D1 Sektörü Kömür Yatağı Jeoloji Raporu. Maden Tetkik ve Arama Genel Müdürlüğü Rapor No: 7054 (unpublished).
  • IAEG (International Association of Engineering Geology) Commission of Engineering Mapping, 1981. Rock and Soil Description on and Classification for Engineering Geological Mapping, Bull. of The Int. Assoc. of Eng. Geol., 24, 235-274 pp.
  • Koçak, Ç., Kürkçü, S.N., Yılmaz, S., 2001. Afşin Elbistan Linyit Havzasının Değerlendirilmesi ve Linyit Kaynakları Arasındaki Yeri. AEL Yayını.
  • Koçak, S., Ulusay, R., Selçuk, fi., İder, H. 1985. TKİ-AEL Kışlaköy Linyit İşletmesi Batı fievi Stabilite Etüdü. Maden Tetkik ve Arama Genel Müdürlüğü Rapor No, 7717 (unpublished).
  • Özbek, T., Güçlüer, S., 1977. K. Maraş Elbistan Çöllolar – B Linyit Sektörü 1977 Yılı Faaliyet Raporu, MTA Report, 6352 (unpublished).
  • Slope, W. 2007. Geo Studio 2004, Vers. 6.2, Geo-Slope International Ltd., Calgary, Canada.
  • Ural, S., Yuksel, F., 2004. Geotechnical Characterization of Lignite-Bearing Horizons In The Afsin- Elbistan Lignite Basin, SE Turkey, Engineering Geology 75, 129-146.
  • Yörükoğlu, M. 1991. Afşin Elbistan Projesi ve TKİ Kurumu AELİ Müessesinde Madencilik Çalışmaları. Madencilik, 30, 3.

STABILITY STUDIES OF THE EASTERN SLOPES OF AFŞİN-ELBİSTAN, KIŞLAKÖY OPEN-PIT LIGNITE MINE (KAHRAMANMARAŞ, SE TURKEY), USING THE 'FINITE ELEMENTS' AND 'LIMIT EQUILIBRIUM' METHODS

Year 2014, , 107 - 118, 01.06.2014
https://doi.org/10.19111/bmre.17898

Abstract

In open pit mining from the safety point of view it is very important that physical and mechanicalcharacteristics of the dug-out materials are carefully studied, and geological and geotechnicalcharacteristics should also be considered in planning bench slopes of the dug-out materials. Thepurpose of this study is to work out the stable slope geometry of the eastern permanent slopes inthe Kıfllaköy open pit lignite mine of the Afflin-Elbistan Linyit ‹flletmesi. In the Kıfllaköy open pitmine, 35 geotechnical drillings totalling 3393.20 m were made for the geotechnical studies andto work out slope sizing. A total of 250 vertical electrical drillings (DES) were also made to studytectonic features and lithological changes which do not have surface expressions. All these datahave been used in this study. Design analyses showed that black coloured clay bands with highplasticity present in between lignite horizon is the most important unit controlling slope stability.Slope stability analyses have in general been conducted using the ‘finite elements’ and the ‘limitequilibrium’ method to suit block sliding model and to suit different groundwater conditions. Inthe analyses for the stresses affecting the slices; central part of the slice has been taken as a baseand the ‘finite elements’ stability studies have been conducted then the findings have beencompared. According to this it is understood that if stresses affecting the slices are conducted bythe ‘finite elements’ method then calculated factor of safety on the bench base would be morefrom 1% to 7%, and in the slope angles it would be more from 1% to 23%.1. Girifl

References

  • Akbulut, İ., Aksoy, T., Çağlan, D., Ölmez, T. 2007. Afşin- Elbistan Kışlaköy Açık Kömür İşletmesi fiev Stabilitesi Çalışması, Maden Tetkik ve Arama Genel Müdürlüğü Rapor No: 11194 (unpublished).
  • Akbulut, İ., Aksoy, T., Ölmez, T., Çağlan, D., Onak, A., Çam, İ., Sezer, S., Çevik, M, Çalışkan, V., Yurtseven, N., Sülükçü, S. 2008. Afşin-Elbistan Kışlaköy Açık Kömür İşletmesi 2. Kısım 1. bölüm fiev Stabilitesi Çalışması, Maden Tetkik ve Arama Genel Müdürlüğü Rapor No: 11201 (unpublished).
  • ASTM (American Society For Testing and Materials), 1994. Annual Book of ASTM Standards-Section 4, Construction, V. 04.09, Soil and Rock; Building Stones, Astm Publ. 978 pp.
  • BSI (British Standards Institution 1377), 1990. Methods of Civil Engineering Purposes, 143 p.
  • Ergüder, İ., Kızıldağ, İ., Günkel, fi. 2000. AEL Kışlaköy Açık İşletmesi Doğu Nihai fievi Jeofizik Rezistivite Etüdü Raporu, TKİ Genel Müdürlüğü.
  • Fredlund, D.G., Krahn, J. 1977. Comparison of slope stability methods of analysis, Canadian Geotechnical Journal, 14(3), 429-439.
  • Gürsoy, E. Özcan, K., Yücel, A.R. 1981. Kahramanmaraş - Elbistan D1 Sektörü Kömür Yatağı Jeoloji Raporu. Maden Tetkik ve Arama Genel Müdürlüğü Rapor No: 7054 (unpublished).
  • IAEG (International Association of Engineering Geology) Commission of Engineering Mapping, 1981. Rock and Soil Description on and Classification for Engineering Geological Mapping, Bull. of The Int. Assoc. of Eng. Geol., 24, 235-274 pp.
  • Koçak, Ç., Kürkçü, S.N., Yılmaz, S., 2001. Afşin Elbistan Linyit Havzasının Değerlendirilmesi ve Linyit Kaynakları Arasındaki Yeri. AEL Yayını.
  • Koçak, S., Ulusay, R., Selçuk, fi., İder, H. 1985. TKİ-AEL Kışlaköy Linyit İşletmesi Batı fievi Stabilite Etüdü. Maden Tetkik ve Arama Genel Müdürlüğü Rapor No, 7717 (unpublished).
  • Özbek, T., Güçlüer, S., 1977. K. Maraş Elbistan Çöllolar – B Linyit Sektörü 1977 Yılı Faaliyet Raporu, MTA Report, 6352 (unpublished).
  • Slope, W. 2007. Geo Studio 2004, Vers. 6.2, Geo-Slope International Ltd., Calgary, Canada.
  • Ural, S., Yuksel, F., 2004. Geotechnical Characterization of Lignite-Bearing Horizons In The Afsin- Elbistan Lignite Basin, SE Turkey, Engineering Geology 75, 129-146.
  • Yörükoğlu, M. 1991. Afşin Elbistan Projesi ve TKİ Kurumu AELİ Müessesinde Madencilik Çalışmaları. Madencilik, 30, 3.
There are 14 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Articles
Authors

İbrahim Akbulut This is me

İlker Çam This is me

Tahsin Aksoy This is me

Tolga Ölmez This is me

Dinçer Çağlan This is me

Ahmet Onak This is me

Süreyya Sezer This is me

Nuray Yurtseven This is me

Selma Sülükçü This is me

Mustafa Çevik This is me

Veysel Çalışkan This is me

Publication Date June 1, 2014
Published in Issue Year 2014

Cite

APA Akbulut, İ., Çam, İ., Aksoy, T., Ölmez, T., et al. (2014). STABILITY STUDIES OF THE EASTERN SLOPES OF AFŞİN-ELBİSTAN, KIŞLAKÖY OPEN-PIT LIGNITE MINE (KAHRAMANMARAŞ, SE TURKEY), USING THE ’FINITE ELEMENTS’ AND ’LIMIT EQUILIBRIUM’ METHODS. Bulletin of the Mineral Research and Exploration, 148(148), 107-118. https://doi.org/10.19111/bmre.17898
AMA Akbulut İ, Çam İ, Aksoy T, Ölmez T, Çağlan D, Onak A, Sezer S, Yurtseven N, Sülükçü S, Çevik M, Çalışkan V. STABILITY STUDIES OF THE EASTERN SLOPES OF AFŞİN-ELBİSTAN, KIŞLAKÖY OPEN-PIT LIGNITE MINE (KAHRAMANMARAŞ, SE TURKEY), USING THE ’FINITE ELEMENTS’ AND ’LIMIT EQUILIBRIUM’ METHODS. Bull.Min.Res.Exp. June 2014;148(148):107-118. doi:10.19111/bmre.17898
Chicago Akbulut, İbrahim, İlker Çam, Tahsin Aksoy, Tolga Ölmez, Dinçer Çağlan, Ahmet Onak, Süreyya Sezer, Nuray Yurtseven, Selma Sülükçü, Mustafa Çevik, and Veysel Çalışkan. “STABILITY STUDIES OF THE EASTERN SLOPES OF AFŞİN-ELBİSTAN, KIŞLAKÖY OPEN-PIT LIGNITE MINE (KAHRAMANMARAŞ, SE TURKEY), USING THE ’FINITE ELEMENTS’ AND ’LIMIT EQUILIBRIUM’ METHODS”. Bulletin of the Mineral Research and Exploration 148, no. 148 (June 2014): 107-18. https://doi.org/10.19111/bmre.17898.
EndNote Akbulut İ, Çam İ, Aksoy T, Ölmez T, Çağlan D, Onak A, Sezer S, Yurtseven N, Sülükçü S, Çevik M, Çalışkan V (June 1, 2014) STABILITY STUDIES OF THE EASTERN SLOPES OF AFŞİN-ELBİSTAN, KIŞLAKÖY OPEN-PIT LIGNITE MINE (KAHRAMANMARAŞ, SE TURKEY), USING THE ’FINITE ELEMENTS’ AND ’LIMIT EQUILIBRIUM’ METHODS. Bulletin of the Mineral Research and Exploration 148 148 107–118.
IEEE İ. Akbulut, “STABILITY STUDIES OF THE EASTERN SLOPES OF AFŞİN-ELBİSTAN, KIŞLAKÖY OPEN-PIT LIGNITE MINE (KAHRAMANMARAŞ, SE TURKEY), USING THE ’FINITE ELEMENTS’ AND ’LIMIT EQUILIBRIUM’ METHODS”, Bull.Min.Res.Exp., vol. 148, no. 148, pp. 107–118, 2014, doi: 10.19111/bmre.17898.
ISNAD Akbulut, İbrahim et al. “STABILITY STUDIES OF THE EASTERN SLOPES OF AFŞİN-ELBİSTAN, KIŞLAKÖY OPEN-PIT LIGNITE MINE (KAHRAMANMARAŞ, SE TURKEY), USING THE ’FINITE ELEMENTS’ AND ’LIMIT EQUILIBRIUM’ METHODS”. Bulletin of the Mineral Research and Exploration 148/148 (June 2014), 107-118. https://doi.org/10.19111/bmre.17898.
JAMA Akbulut İ, Çam İ, Aksoy T, Ölmez T, Çağlan D, Onak A, Sezer S, Yurtseven N, Sülükçü S, Çevik M, Çalışkan V. STABILITY STUDIES OF THE EASTERN SLOPES OF AFŞİN-ELBİSTAN, KIŞLAKÖY OPEN-PIT LIGNITE MINE (KAHRAMANMARAŞ, SE TURKEY), USING THE ’FINITE ELEMENTS’ AND ’LIMIT EQUILIBRIUM’ METHODS. Bull.Min.Res.Exp. 2014;148:107–118.
MLA Akbulut, İbrahim et al. “STABILITY STUDIES OF THE EASTERN SLOPES OF AFŞİN-ELBİSTAN, KIŞLAKÖY OPEN-PIT LIGNITE MINE (KAHRAMANMARAŞ, SE TURKEY), USING THE ’FINITE ELEMENTS’ AND ’LIMIT EQUILIBRIUM’ METHODS”. Bulletin of the Mineral Research and Exploration, vol. 148, no. 148, 2014, pp. 107-18, doi:10.19111/bmre.17898.
Vancouver Akbulut İ, Çam İ, Aksoy T, Ölmez T, Çağlan D, Onak A, Sezer S, Yurtseven N, Sülükçü S, Çevik M, Çalışkan V. STABILITY STUDIES OF THE EASTERN SLOPES OF AFŞİN-ELBİSTAN, KIŞLAKÖY OPEN-PIT LIGNITE MINE (KAHRAMANMARAŞ, SE TURKEY), USING THE ’FINITE ELEMENTS’ AND ’LIMIT EQUILIBRIUM’ METHODS. Bull.Min.Res.Exp. 2014;148(148):107-18.

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