Analysis of rock slope stability for Mohmand Dam – A comparative study

References

• Aryal, K. P. (2008). Differences between LE and FE methods used in slope stability evaluations. The 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG), Goa, India, Osaka: Millpress Science Publishers/IOS Press, 4509–4516. http://hdl.handle.net/11250/231364
   Google Scholar
• Aryal, K., Sandven, R., & Nordal, S. (2005). Slope stability evaluation by limit equilibrium and finite element method. 16th International Conference on Soil Mechanics and Geotechnical Engineering (pp. 2471–14). Osaka: Millpress Science Publishers/IOS Press. https://doi.org/10.3233/978-1-61499-656-9-2471
   Google Scholar
• Astaraki, F., Rad, M. M., Esfandiari, R., Mehni, G. L., Esmaeili, M., & Jing, G. (2022). Effect of geocell, on the mechanical behavior of railway embankments, using FE modeling. Acta Polytechnica Hungarica, 19(6), 63–80.
   Google Scholar
• Athania, S. S., Shivamanth, Solanki, C. H., & Dodagoudar, G. R. (2015). Seepage and stability analyses of earth dam using finite element. International Conference on Water Resources, Coastal and Ocean Engineering (ICWRCOE 2015) (pp. 876–883). Mangalore: Elsevier B.V, https://doi.org/10.1016/j.aqpro.2015.02.110
   Google Scholar
• Barton, N. (2013). Shear strength criteria for rock, rock joints, rockfill land rock masses: Problems and some solutions. Journal of Rock Mechanics and Geotechnical Engineering, 5(2013), 249–261. https://doi.org/10.1016/j.jrmge.2013.05.008
   Google Scholar
• Bhandary, A., Krishnamoorthy, R. P., & Rao, A. U. (2018). Stability analysis of slopes using finite element method and genetic algorithm. Journal of Geotechnical and Geological Engineering, Research, 37, 1877–1889. https://doi.org/10.1007/s10706-018-0730-5
   Web of Science ®Google Scholar
• Bromhead, E. N. (1992). “The Stability of Slopes (2nd edn ed.). Blackie Academic & Professional”.
   Google Scholar
• Building code of Pakistan. (2007). Seismic parameters”. concrete face rockfill dams, concepts for design and construction. ICOLD, 2004, Committee on materials for Fill Dams. https://pec.org.pk/downloads-documents/building-code-of-pakistan/
   Google Scholar
• Espin, J. R., & Araujo, S. (2022). “Stability Assessment of a Bedding Rock Slope Using Q-slope and Seismic Tomography: A Case Study in the Ecuadorian Amazon. Periodica” Polytechnica Civil Engineering, 66(1), 220–227. https://doi.org/10.3311/PPci.19005
   Web of Science ®Google Scholar
• Francieli, T., Florindo, R., Vieira, G., Gomes, M., Dal Molin, D., Lermen, R. (2018). Influence of the quartz deformation structures for the occurrence of the alkali–silica reaction. Materials, 11(9), 1692. https://doi.org/10.3390/ma11091692
   PubMed Web of Science ®Google Scholar
• Griffiths, D. V., & Lane, P. A. (1999). Slope stability analysis by finite elements. Geotechnique, 49(3), 387–403. https://doi.org/10.1680/geot.1999.49.3.387
   Web of Science ®Google Scholar
• Hammouri, N. A., Husein Malkawi, A. I., & Yamin, M. M. A. (2008). Stability analysis of slopes using the finite element method and limiting equilibrium approach. Bulletin of Engineering Geology and the Environment, 67(4), 471–478. https://doi.org/10.1007/s10064-008-0156-z
   Web of Science ®Google Scholar
• ICOLD Guideline for selecting seismic parameters for large dams. (2016), Bulletin 148.
   Google Scholar
• Irfan, M., Aziz, M., Aziz, M., & Khan, A. H. (2013). A parametric study on stability of open excavations in Alluvial Soils of Lahore District, Pakistan. Journal of Geotechnical and Geological Engineering, Research, 31(2), 729–738. https://doi.org/10.1007/s10706-013-9623-9
   Google Scholar
• Jun-jie, H., Ya-guang, Q., Shuang, Z., Wei, W., Lei, W., & Shukla, S. K. (2017). Strength response characteristics and coupling support of deep roadway in soft rock masses. Cogent Engineering, 4(1), 1339337. https://doi.org/10.1080/23311916.2017.1339337
   Web of Science ®Google Scholar
• Keawsawasvong, S., & Shiau, J. (2022). Stability of spherical cavity in hoek–brown rock mass. Rock Mechanics and Rock Engineering, 55(8), 5285–5296. https://doi.org/10.1007/s00603-022-02899-4
   Web of Science ®Google Scholar
• Köken, E. (2022). Estimation of deformation modulus of coals using artificial neural networks (ANN). Acta Technica Jaurinensis. https://doi.org/10.14513/actatechjaur.00661
   Google Scholar
• Mangla Design Report, NESPAK, BARQAAB, Binnie and Partners and Harza, 2013
   Google Scholar
• Mehmood, F., & Farooq, K. (2020). Failure analysis of a landslide along the Mangla reservoir rim near Khaliqabad. Proceedings of the Institution of Civil Engineers - Forensic Engineering, 173(4), 130–140. https://doi.org/10.1680/jfoen.20.00011
   Web of Science ®Google Scholar
• NESPAK, SMEC, & ACE (Joint Venture). (2017). Detailed engineering design report. WAPDA.
   Google Scholar
• Pinto de, N. L. S. (2008). Very high CFRDs: Behaviour and design features. International Journal on Hydropower and Dams, 15(4), 43–49.
   Google Scholar
• Ul Haq, I., Munir, K., & Farooq, K., (2009) “Rock testing at Diamer Basha dam project”, Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering (Volumes 1, 2, 3 and 4). https://doi.org/10.3233/978-1-60750-031-5-989
   Google Scholar
• Zhao, X., Zhu, J., Wu, Y., Jia, Y., Colliat, J.-B., & Bian, H. (2022). A on the Influence of on the crushing of rockfll materials. Rock Mechanics and Rock Engineering. https://doi.org/10.1007/s00603-022-02985-7
   Google Scholar