Araştırma Makalesi
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Yıl 2020, Cilt 4, Sayı 1, 9 - 16, 01.01.2020
https://doi.org/10.31127/tuje.579869

Öz

Kaynakça

  • Aksoy, C. (2008). Review of rock mass rating classification: historical developments, applications, and restrictions. Journal of mining science, 44(1), 51-63.
  • Anbalagan, R., Sharma, S.and Raghuvanshi, T. (1992). Rock mass stability evaluation using modified SMR approach. In the Proceedings 6th Natural Symposium on Rock Mechanics, p258-268.
  • Basahel, H.and Mitri, H. (2017). Application of rock mass classification systems to rock slope stability assessment: A case study. Journal of rock mechanics and geotechnical engineering, 9(6), 993-1009.
  • Bieniawski, Z. (1979). The geomechanics classification in rock engineering applications. In the 4th ISRM Congress.
  • Bieniawski, Z. (1989). Engineering rock mass classifications: a complete manual for engineers and geologists in mining, civil, and petroleum engineering: Wiley- interscience Publication,,NEW YORK,240 p.
  • Harrison, J. P.and Hudson, J. A. (2000). Engineering rock mechanics: part 2: illustrative worked examples (Vol. 2): Elsevier. I.S.R.M. (2007). The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974- 2006: International Soc. for Rock Mechanics, Commission on Testing Methods.
  • Lenka, S. K., Panda, S. D., Kanungo, D. P.,. (2018). Slope Mass Assessment of Road Cut Rock Slopes Along Karnprayag to Narainbagarh Highway in Garhwal Himalayas, India. In the Workshop on World Landslide Forum.
  • Liu, Y.-C.and Chen, C.-S. (2007). A new approach for application of rock mass classification on rock slope stability assessment. Engineering Geology, 89(1-2), 129-143.
  • Morales, M., Panthi, K.and Botsialas, K. (2019). Slope stability assessment of an open pit mine using threedimensional rock mass modeling. Bulletin of Engineering Geology and the Environment, 1-16.
  • M.T.A. (1985). General Directorate of Mineral and Research Explorations,Turkey, Geological maps of Turkey, scale 1:100,000.
  • Palmstrom, A. (2005). Measurements of and correlations between block size and rock quality designation (RQD). Tunnelling and Underground Space Technology, 20(4), 362-377.
  • Pantelidis, L. (2009). Rock slope stability assessment through rock mass classification systems. International Journal of Rock Mechanics and Mining Sciences, 46(2), 315-325.
  • Pastor, J. L., Riquelme, A. J., Tomás, R.,. (2019). Clarification of the slope mass rating parameters assisted by SMRTool, an open-source software. Bulletin of Engineering Geology and the Environment, 1-12.
  • Romana, M. (1985). New adjustment ratings for application of Bieniawski classification to slopes. In the Proceedings of the international symposium on role of rock mechanics, Zacatecas, Mexico.
  • Romana, M. (1997). El papel de las clasificaciones geomecánicas en el estudio de la estabilidad de taludes. In the IV Simposio Nacional sobre taludes y laderas inestables. Comunicaciones (In spanish).
  • Romana, M., Serón, J. B.and Montalar, E. (2003). SMR geomechanics classification: application, experience and validation. In the 10th ISRM Congress.
  • Saranaathan, S. (2015). Different research techniques and models in rock mass rating and slope stability analysis. Journal of Chemical and Pharmaceutical Research, 7(7), 160-168.
  • Singh, B.and Goel, R. K. (1999). Rock mass classification: a practical approach in civil engineering, (Vol. 46): Elsevier Science; 1 edition (May 19, 1999).
  • Sonmez, H., Ulusay, R.and Gokceoglu, C. (1998). A practical procedure for the back analysis of slope failures in closely jointed rock masses. International Journal of Rock Mechanics and Mining Sciences, 35(2), 219-233.
  • Tomas, R., Cuenca, A., Cano, M.,. (2012). A graphical approach for slope mass rating (SMR). Engineering Geology journal, 124, 67-76.
  • Trenouth, W. R.and Gharabaghi, B. (2016). Highway runoff quality models for the protection of environmentally sensitive areas. Journal of Hydrology, 542, 143-155.
  • Turan. A. (1990). Geology, stratigraphy and tectonic development of Hadim (Konya) and southwest of Taurus. PhD. thesis published, Selcuk University, higher education board, documentation center. YÖK database,240 p.

UTILIZING A GEOMECHANICAL CLASSIFICATION TO PRELIMINARY ANALYSIS OF ROCK SLOPE STABILITY ALONG ROADWAY D340- 41.42, SOUTHWEST OF TURKEY: A CASE STUDY

Yıl 2020, Cilt 4, Sayı 1, 9 - 16, 01.01.2020
https://doi.org/10.31127/tuje.579869

Öz

Road construction is mostly passed through mountainous regions or hilly terrains in Turkey like in all world. In hence, roadway construction and widening are being constructed through blasting and excavation, leading to rock slope instabilities and failures then poses threats to life and property. The reasons for failure sometime after construction are likely due to the deterioration of rock masses in cut slopes. However, slope instability and failures mainly occur due to adverse slope geomorphological complexities, joint discontinuities, weathering, man-made activities, unloading; and several induced factors such as seasonal heavy rainfall events, snow coverage, etc. The objectives of this paper are therefore to identify the most significant parameters influencing the behavior of cut slope rock masses with employing SMR ,and to perform a preliminary slope instability assessment along roadway D340- 41.42, southwest of Turkey, where slopes located in a region of Taurus’s rugged terrains with known complex geometry, then propose a suitable control measures to mitigate potential failures of rock slope stability. In this study, 19 rock cuts are selected based on the observed failure mechanisms, slope geometry and materials. A systematic site investigation incorporating relevant engineering geological and geotechnical parameters were carried out in detail. Based on slope instability observations and SMR results rating, concluded that these slopes were widely controlled by discontinuities (structurally controlled failures). As well, SMR classification scheme was successfully used for failure classification in Taurus’s terrains. Finally, slope flattening with various angles method, wire mesh, toe support by detached rock blocks and drainage ditches redesign are proposed as a remedial measurement to protect road slope stability from failure. 

Kaynakça

  • Aksoy, C. (2008). Review of rock mass rating classification: historical developments, applications, and restrictions. Journal of mining science, 44(1), 51-63.
  • Anbalagan, R., Sharma, S.and Raghuvanshi, T. (1992). Rock mass stability evaluation using modified SMR approach. In the Proceedings 6th Natural Symposium on Rock Mechanics, p258-268.
  • Basahel, H.and Mitri, H. (2017). Application of rock mass classification systems to rock slope stability assessment: A case study. Journal of rock mechanics and geotechnical engineering, 9(6), 993-1009.
  • Bieniawski, Z. (1979). The geomechanics classification in rock engineering applications. In the 4th ISRM Congress.
  • Bieniawski, Z. (1989). Engineering rock mass classifications: a complete manual for engineers and geologists in mining, civil, and petroleum engineering: Wiley- interscience Publication,,NEW YORK,240 p.
  • Harrison, J. P.and Hudson, J. A. (2000). Engineering rock mechanics: part 2: illustrative worked examples (Vol. 2): Elsevier. I.S.R.M. (2007). The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974- 2006: International Soc. for Rock Mechanics, Commission on Testing Methods.
  • Lenka, S. K., Panda, S. D., Kanungo, D. P.,. (2018). Slope Mass Assessment of Road Cut Rock Slopes Along Karnprayag to Narainbagarh Highway in Garhwal Himalayas, India. In the Workshop on World Landslide Forum.
  • Liu, Y.-C.and Chen, C.-S. (2007). A new approach for application of rock mass classification on rock slope stability assessment. Engineering Geology, 89(1-2), 129-143.
  • Morales, M., Panthi, K.and Botsialas, K. (2019). Slope stability assessment of an open pit mine using threedimensional rock mass modeling. Bulletin of Engineering Geology and the Environment, 1-16.
  • M.T.A. (1985). General Directorate of Mineral and Research Explorations,Turkey, Geological maps of Turkey, scale 1:100,000.
  • Palmstrom, A. (2005). Measurements of and correlations between block size and rock quality designation (RQD). Tunnelling and Underground Space Technology, 20(4), 362-377.
  • Pantelidis, L. (2009). Rock slope stability assessment through rock mass classification systems. International Journal of Rock Mechanics and Mining Sciences, 46(2), 315-325.
  • Pastor, J. L., Riquelme, A. J., Tomás, R.,. (2019). Clarification of the slope mass rating parameters assisted by SMRTool, an open-source software. Bulletin of Engineering Geology and the Environment, 1-12.
  • Romana, M. (1985). New adjustment ratings for application of Bieniawski classification to slopes. In the Proceedings of the international symposium on role of rock mechanics, Zacatecas, Mexico.
  • Romana, M. (1997). El papel de las clasificaciones geomecánicas en el estudio de la estabilidad de taludes. In the IV Simposio Nacional sobre taludes y laderas inestables. Comunicaciones (In spanish).
  • Romana, M., Serón, J. B.and Montalar, E. (2003). SMR geomechanics classification: application, experience and validation. In the 10th ISRM Congress.
  • Saranaathan, S. (2015). Different research techniques and models in rock mass rating and slope stability analysis. Journal of Chemical and Pharmaceutical Research, 7(7), 160-168.
  • Singh, B.and Goel, R. K. (1999). Rock mass classification: a practical approach in civil engineering, (Vol. 46): Elsevier Science; 1 edition (May 19, 1999).
  • Sonmez, H., Ulusay, R.and Gokceoglu, C. (1998). A practical procedure for the back analysis of slope failures in closely jointed rock masses. International Journal of Rock Mechanics and Mining Sciences, 35(2), 219-233.
  • Tomas, R., Cuenca, A., Cano, M.,. (2012). A graphical approach for slope mass rating (SMR). Engineering Geology journal, 124, 67-76.
  • Trenouth, W. R.and Gharabaghi, B. (2016). Highway runoff quality models for the protection of environmentally sensitive areas. Journal of Hydrology, 542, 143-155.
  • Turan. A. (1990). Geology, stratigraphy and tectonic development of Hadim (Konya) and southwest of Taurus. PhD. thesis published, Selcuk University, higher education board, documentation center. YÖK database,240 p.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Articles
Yazarlar

Ahmed MOHAMED>
SELÇUK ÜNİVERSİTESİ
0000-0001-9226-0982
Türkiye


Ali Ferat BAYRAM Bu kişi benim
KONYA TEKNİK ÜNİVERSİTESİ, MİMARLIK VE TASARIM FAKÜLTESİ
0000-0001-5210-7836

Yayımlanma Tarihi 1 Ocak 2020
Yayınlandığı Sayı Yıl 2020, Cilt 4, Sayı 1

Kaynak Göster

Bibtex @araştırma makalesi { tuje579869, journal = {Turkish Journal of Engineering}, eissn = {2587-1366}, address = {Mersin Üniversitesi Mühendislik Fakültesi Çiftlikköy Kampüsü 33343, MERSİN}, publisher = {Murat YAKAR}, year = {2020}, volume = {4}, number = {1}, pages = {9 - 16}, doi = {10.31127/tuje.579869}, title = {UTILIZING A GEOMECHANICAL CLASSIFICATION TO PRELIMINARY ANALYSIS OF ROCK SLOPE STABILITY ALONG ROADWAY D340- 41.42, SOUTHWEST OF TURKEY: A CASE STUDY}, key = {cite}, author = {Mohamed, Ahmed and Bayram, Ali Ferat} }
APA Mohamed, A. & Bayram, A. F. (2020). UTILIZING A GEOMECHANICAL CLASSIFICATION TO PRELIMINARY ANALYSIS OF ROCK SLOPE STABILITY ALONG ROADWAY D340- 41.42, SOUTHWEST OF TURKEY: A CASE STUDY . Turkish Journal of Engineering , 4 (1) , 9-16 . DOI: 10.31127/tuje.579869
MLA Mohamed, A. , Bayram, A. F. "UTILIZING A GEOMECHANICAL CLASSIFICATION TO PRELIMINARY ANALYSIS OF ROCK SLOPE STABILITY ALONG ROADWAY D340- 41.42, SOUTHWEST OF TURKEY: A CASE STUDY" . Turkish Journal of Engineering 4 (2020 ): 9-16 <https://dergipark.org.tr/tr/pub/tuje/issue/49320/579869>
Chicago Mohamed, A. , Bayram, A. F. "UTILIZING A GEOMECHANICAL CLASSIFICATION TO PRELIMINARY ANALYSIS OF ROCK SLOPE STABILITY ALONG ROADWAY D340- 41.42, SOUTHWEST OF TURKEY: A CASE STUDY". Turkish Journal of Engineering 4 (2020 ): 9-16
RIS TY - JOUR T1 - UTILIZING A GEOMECHANICAL CLASSIFICATION TO PRELIMINARY ANALYSIS OF ROCK SLOPE STABILITY ALONG ROADWAY D340- 41.42, SOUTHWEST OF TURKEY: A CASE STUDY AU - AhmedMohamed, Ali FeratBayram Y1 - 2020 PY - 2020 N1 - doi: 10.31127/tuje.579869 DO - 10.31127/tuje.579869 T2 - Turkish Journal of Engineering JF - Journal JO - JOR SP - 9 EP - 16 VL - 4 IS - 1 SN - -2587-1366 M3 - doi: 10.31127/tuje.579869 UR - https://doi.org/10.31127/tuje.579869 Y2 - 2019 ER -
EndNote %0 Turkish Journal of Engineering UTILIZING A GEOMECHANICAL CLASSIFICATION TO PRELIMINARY ANALYSIS OF ROCK SLOPE STABILITY ALONG ROADWAY D340- 41.42, SOUTHWEST OF TURKEY: A CASE STUDY %A Ahmed Mohamed , Ali Ferat Bayram %T UTILIZING A GEOMECHANICAL CLASSIFICATION TO PRELIMINARY ANALYSIS OF ROCK SLOPE STABILITY ALONG ROADWAY D340- 41.42, SOUTHWEST OF TURKEY: A CASE STUDY %D 2020 %J Turkish Journal of Engineering %P -2587-1366 %V 4 %N 1 %R doi: 10.31127/tuje.579869 %U 10.31127/tuje.579869
ISNAD Mohamed, Ahmed , Bayram, Ali Ferat . "UTILIZING A GEOMECHANICAL CLASSIFICATION TO PRELIMINARY ANALYSIS OF ROCK SLOPE STABILITY ALONG ROADWAY D340- 41.42, SOUTHWEST OF TURKEY: A CASE STUDY". Turkish Journal of Engineering 4 / 1 (Ocak 2020): 9-16 . https://doi.org/10.31127/tuje.579869
AMA Mohamed A. , Bayram A. F. UTILIZING A GEOMECHANICAL CLASSIFICATION TO PRELIMINARY ANALYSIS OF ROCK SLOPE STABILITY ALONG ROADWAY D340- 41.42, SOUTHWEST OF TURKEY: A CASE STUDY. TUJE. 2020; 4(1): 9-16.
Vancouver Mohamed A. , Bayram A. F. UTILIZING A GEOMECHANICAL CLASSIFICATION TO PRELIMINARY ANALYSIS OF ROCK SLOPE STABILITY ALONG ROADWAY D340- 41.42, SOUTHWEST OF TURKEY: A CASE STUDY. Turkish Journal of Engineering. 2020; 4(1): 9-16.
IEEE A. Mohamed ve A. F. Bayram , "UTILIZING A GEOMECHANICAL CLASSIFICATION TO PRELIMINARY ANALYSIS OF ROCK SLOPE STABILITY ALONG ROADWAY D340- 41.42, SOUTHWEST OF TURKEY: A CASE STUDY", Turkish Journal of Engineering, c. 4, sayı. 1, ss. 9-16, Oca. 2020, doi:10.31127/tuje.579869
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