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A Practical Classification to Sustainable Road Slope Stability Assessment, Alanya-Konya Roadway, Turkey: Case Study

Year 2020, Volume: 3 Issue: 1, 22 - 26, 31.03.2020

Abstract

Today, a vast range of slope stability analysis tools exist for both rock and mixed rocksoil slopes. As is well known, Rock mass classification systems (RMR, SMR,GSI, Q, CSMR..etc), can be used to assess rock slope stability, hence, this paper intended to employing SMR classification, to prove that a rigorous rock mass classification will give more reliable if uncertain parameters are dropped and considered indirectly. The present study was carried out of 14 rock cuts in which 3 different causes of instability (Planer, Wedge, Toppling) along Hadim – Gevne dam segment of the Konya –Alanya roadway,this road distingueshed with existence of different lithological units. However, the cut slopes are located within recrystallized limestone, hard to extremely hard and highly jointed. In order to determine engineering geological properties of the rocks exposed along the roadway, then assess stability of the cut slopes, fourteen cut slopes were detailed identified. During field investigation all field observations/measurements parameters were recorded, which involved a detailed discontinuity surveys discontinuity conditions, geometrical relationship between slope and rock discontinuities (dips angles and slope), slope excavation methods; and underground water condition. Based on the field observations, stability analyses of the cut slopes and SMR values concluded that the slopes can be categorized into partially stable (50%), unstable (30%) and completely unstable (20%) with probable planar failure mode (20%), toppling failure mode (27%) and wedge failure mode (53%) . To ensure slope stability of road cuts against failure, flattening with different angles, sometimes constructing rock block walls may also be adopted beneficially.

References

  • [1] Eberhardt, E.,2003, Rock slope stability analysis-Utilization of advanced numerical techniques. Earth and Ocean sciences at UBC. Vancouver, Canada. 42p.
  • [2] Aksoy, C. ,2008, Review of rock mass rating classification: historical developments, applications, and restrictions. Journal of mining science, 44(1), 51-63.
  • [3] 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.
  • [4] Morales, M., Panthi, K.and Botsialas, K.,2019, Slope stability assessment of an open pit mine using three-dimensional rock mass modeling. Bulletin of Engineering Geology and the Environment, 1-16.
  • [5] 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.
  • [6] Tomas, R., Cuenca, A., Cano, M.,2012, A graphical approach for slope mass rating (SMR). Engineering Geology journal, 124, 67-76.
  • [7] Turan,A.,1990, Geology, stratigraphy and tectonic development of Hadim (Konya) and southwest of Taurus, PhD. thesis published, Selcuk University, documentation center. YÖK database.
  • [8] 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.
  • [9] Pantelidis, L. (2009). Rock slope stability assessment through rock mass classification systems. International Journal of Rock Mechanics and Mining Sciences, 46(2), 315-325.
  • [10] Bieniawski, Z. (1979). The geomechanics classification in rock engineering applications. In the 4th ISRM Congress.
  • [11] 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.
  • [12] Trenouth, W. R., & Gharabaghi, B. (2016). Highway runoff quality models for the protection of environmentally sensitive areas. Journal of Hydrology, 542, 143–155.
Year 2020, Volume: 3 Issue: 1, 22 - 26, 31.03.2020

Abstract

References

  • [1] Eberhardt, E.,2003, Rock slope stability analysis-Utilization of advanced numerical techniques. Earth and Ocean sciences at UBC. Vancouver, Canada. 42p.
  • [2] Aksoy, C. ,2008, Review of rock mass rating classification: historical developments, applications, and restrictions. Journal of mining science, 44(1), 51-63.
  • [3] 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.
  • [4] Morales, M., Panthi, K.and Botsialas, K.,2019, Slope stability assessment of an open pit mine using three-dimensional rock mass modeling. Bulletin of Engineering Geology and the Environment, 1-16.
  • [5] 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.
  • [6] Tomas, R., Cuenca, A., Cano, M.,2012, A graphical approach for slope mass rating (SMR). Engineering Geology journal, 124, 67-76.
  • [7] Turan,A.,1990, Geology, stratigraphy and tectonic development of Hadim (Konya) and southwest of Taurus, PhD. thesis published, Selcuk University, documentation center. YÖK database.
  • [8] 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.
  • [9] Pantelidis, L. (2009). Rock slope stability assessment through rock mass classification systems. International Journal of Rock Mechanics and Mining Sciences, 46(2), 315-325.
  • [10] Bieniawski, Z. (1979). The geomechanics classification in rock engineering applications. In the 4th ISRM Congress.
  • [11] 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.
  • [12] Trenouth, W. R., & Gharabaghi, B. (2016). Highway runoff quality models for the protection of environmentally sensitive areas. Journal of Hydrology, 542, 143–155.
There are 12 citations in total.

Details

Primary Language English
Subjects Environmental Sciences
Journal Section Articles
Authors

Ahmed Mohamed This is me

Ali Bayram This is me

Publication Date March 31, 2020
Submission Date January 1, 2020
Published in Issue Year 2020 Volume: 3 Issue: 1

Cite

APA Mohamed, A., & Bayram, A. (2020). A Practical Classification to Sustainable Road Slope Stability Assessment, Alanya-Konya Roadway, Turkey: Case Study. International Journal of Environmental Pollution and Environmental Modelling, 3(1), 22-26.
AMA Mohamed A, Bayram A. A Practical Classification to Sustainable Road Slope Stability Assessment, Alanya-Konya Roadway, Turkey: Case Study. Int. j. environ. pollut. environ. model. March 2020;3(1):22-26.
Chicago Mohamed, Ahmed, and Ali Bayram. “A Practical Classification to Sustainable Road Slope Stability Assessment, Alanya-Konya Roadway, Turkey: Case Study”. International Journal of Environmental Pollution and Environmental Modelling 3, no. 1 (March 2020): 22-26.
EndNote Mohamed A, Bayram A (March 1, 2020) A Practical Classification to Sustainable Road Slope Stability Assessment, Alanya-Konya Roadway, Turkey: Case Study. International Journal of Environmental Pollution and Environmental Modelling 3 1 22–26.
IEEE A. Mohamed and A. Bayram, “A Practical Classification to Sustainable Road Slope Stability Assessment, Alanya-Konya Roadway, Turkey: Case Study”, Int. j. environ. pollut. environ. model., vol. 3, no. 1, pp. 22–26, 2020.
ISNAD Mohamed, Ahmed - Bayram, Ali. “A Practical Classification to Sustainable Road Slope Stability Assessment, Alanya-Konya Roadway, Turkey: Case Study”. International Journal of Environmental Pollution and Environmental Modelling 3/1 (March 2020), 22-26.
JAMA Mohamed A, Bayram A. A Practical Classification to Sustainable Road Slope Stability Assessment, Alanya-Konya Roadway, Turkey: Case Study. Int. j. environ. pollut. environ. model. 2020;3:22–26.
MLA Mohamed, Ahmed and Ali Bayram. “A Practical Classification to Sustainable Road Slope Stability Assessment, Alanya-Konya Roadway, Turkey: Case Study”. International Journal of Environmental Pollution and Environmental Modelling, vol. 3, no. 1, 2020, pp. 22-26.
Vancouver Mohamed A, Bayram A. A Practical Classification to Sustainable Road Slope Stability Assessment, Alanya-Konya Roadway, Turkey: Case Study. Int. j. environ. pollut. environ. model. 2020;3(1):22-6.
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