Abstract
The Chamba – Bharmour National Highway – 154A often gets affected because of landslide disaster. This study dealt with a slope failure geohazard assessment along the highway for the factor of safety (FOS) evaluation. A huge soil slope of circular failure type was recognized along the national highway (NH) at village Lothal near Trilochan Mahadev Temple. The adjoining features like hoses and penstocks for hydroelectric turbine are present at a few meter distances from the current slide. A geotechnical and morphological based slope stability analysis was performed after extensive field visits and laboratory testing. A finite element method using PLAXIS 2D simulator was applied to calculate FOS of the slope. The FOS based on finite element method was found to be equal to 0.975 in case of undrained slope and 1.093 in case of drained conditions. The slope stability determination should be practiced to ensure safe environment and for better disaster mitigated design.
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References
Anbalagan R (1992) Landslide hazard evaluation and zonation mapping in mountainous terrain. Eng Geol 32(4):269–277. https://doi.org/10.1016/0013-7952(92)90053-2
Anbalagan R, Singh B, Chakraborty D, Kohli A (2007) A field manual for landslide investigations. Report submitted to Department of Science and Technology, New Delhi, p 146
Carrara A, Cardinali M, Detti R, Guzzetti F, Pasqui N, Reichenba P (1991) GIS technique and statistical models in evaluating landslide hazard. Earth Surf process landf 16:427–445
Chung CF, Fabbri AG (1995) Multivariate regression analysis for landslide hazard zonation. In: Carrara A, Guzzatti F (eds) Geographical information systems in assessing natural hazards. Kluwer Academic Publisher, Dordrecht, pp 107–142
Duncan JM (1996) State of the art: limit equilibrium and finite element analysis of slopes. J Geotechn Eng 122(7):577–596
Eid HT (2014) Stability charts for uniform slopes in soils with nonlinear failure envelopes. Eng Geol 168:38–45
Hammah RE, Curran JH, Yacoub TE, Corkum B (2004) Stability analysis of rock slopes using the finite element method. In: Proceedings of the ISRM regional symposium EUROCK 2004 and the 53rd geomechanics colloquy, Salzburg, Austria
Hammouri NA, Abdallah I, MalkawiHusein YMA (2008) Stability analysis of slopes using the finite element method and limiting equilibrium approach. Bull Eng Geol Environ 67:471–478
Hoek E, Bray JW (1981) Rock slope engineering. Institution of Mining and Metallurgy, London, p 402
Jamir I, Gupta V, Kumar V et al (2017) Evaluation of potential surface instability using finite element method in Kharsali Village, Yamuna Valley, Northwest Himalaya. J Mt Sci 14(8):1666–1676. https://doi.org/10.1007/s11629-017
Mandal B, Mandal S (2016) Assessment of mountain slope instability in the Lish River basin of Eastern Darjeeling Himalaya using frequency ratio model (FRM). Model Earth Syst Environ 2:121. https://doi.org/10.1007/s40808-016-0169-8
Sharma S, Mahajan AK (2018) A comparative assessment of information value, frequency ratio and analytical hierarchy process models for landslide susceptibility mapping of a Himalayan watershed. Bull Eng Geol Environ, India. https://doi.org/10.1007/s10064-018-1259-9
Singh K, Kumar V (2017) Landslide hazard assessment along national highway-154A in Himachal Pradesh, India using information value and frequency ratio. Arab J Geosci 10:539. https://doi.org/10.1007/s12517-017-3315-3
Singh K, Kumar V (2018) Hazard assessment of landslide disaster using information value method and analytical hierarchy process in highly tectonic Chamba region in bosom of Himalaya. J Mt Sci 15(4):808-824
Singh TN, Singh DP (1992) Prediction of the instability of slopes in an opencast mine over the old surface and underground workings. Int J Min Reclam Environ 6(2):81–89
Zhu DY, Lee CF, Jiang HD (2003) Generalised framework of limit equilibrium methods for slope stability analysis. Geotechnique 53(4):377–395
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Singh, K., Kumar, V. (2019). Landslide Geohazard Stability Assessment and Mitigation Along National Highway-154A in the Part of Chamba Region (Himachal Pradesh), India. In: Singh, H., Garg, P., Kaur, I. (eds) Proceedings of the 1st International Conference on Sustainable Waste Management through Design. ICSWMD 2018. Lecture Notes in Civil Engineering , vol 21. Springer, Cham. https://doi.org/10.1007/978-3-030-02707-0_17
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