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Slope stability analysis of landslide zones in the part of Himalaya, Chamba, Himachal Pradesh, India

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Abstract

The current study is related to the slope stability assessment along a part of pilgrimage route (NH-154A) connecting a holy shrines of Bharmour and Manimahesh. This road section also connects with hydroelectric dams and power stations through a tunnel. The recognition of the soil slopes has been done along the road corridor, thereafter, topographical and geotechnical based investigations were carried out along the failed soil slope sections. The soil samples were collected from each selected site for geotechnical studies. In general, the slopes with an inclination angles varying from 40°—80° were identified in the study area. Using circular failure charts (CFC), the factor of safety values were obtained based on the requisite parameters of the slope. The current study will be helpful for mitigating unstable slopes along the highway stretch. The slope steepness, proximity to river Ravi, rainfall, and human disturbance due to road widening are major triggering factors for slope instability along NH-154A.

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All geotechnical and field based inputs are already mentioned in the manuscript.

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

    Article  Google Scholar 

  • Anbalagan R, Kohli A, Chakraborty D (2008) Geotechnical evaluation of Harmony landslide on karnaprayag- Gwaldam Road Uttrakhand Himalaya. Curr Sci 94(12):1613–1619

    Google Scholar 

  • Bagri DS, Anbalagan R, Ali Safeer E (2016) Slope Stability Evaluation of a Failed Slope in Electric Sub-Station Site at Reckong Pio, Himachal Pradesh, India. IOSR Journal of Applied Geology and Geophysics (IOSR-JAGG)

  • Bahsan E, Liao H, Ching J, Lee S (2014) Statistics for the calculated safety factors of undrained failure slopes. Eng Geol 172:85–94

    Article  Google Scholar 

  • Bathrellos GD, Skilodimou HD, Chousianitis K, Youssef AM, Pradhan B (2017) Suitability estimation for urban development using multi-hazard assessment map. Sci Total Environ 575:119–134

    Article  Google Scholar 

  • Bishop W (1955) The use of the slip circle in the stability analysis of slopes. Geotechnique 5(1):7–17

    Article  Google Scholar 

  • Castro J, Asta MP, Galve JP, Azanon JM (2020) Formation of clay-rich layers at the slip surface of slope instabilities: the role of groundwater. Water. https://doi.org/10.3390/w12092639

    Article  Google Scholar 

  • Chousianitis K, Del Gaudio V, Sabatakakis N, Kavoura K, Drakatos G, Bathrellos GD, Skilodimou HD (2016) Assessment of earthquake-induced landslide hazard in Greece: From Arias Intensity to spatial distribution of slope resistance demand. B Seismol Soc Am 106(1):174–188

    Article  Google Scholar 

  • Chung CJ, Fabbri AG (1999) Probabilistic prediction models for landslide hazard mapping. Photogramm Eng Remote Sens 65(12):1389–1399

    Google Scholar 

  • Dudeja D, Bhatt SP, Biyani AK (2017) Stability assessment of slide zones in Lesser Himalayan part of Yamunotri pilgrimage route Uttarakhand India. Environ Earth Sci 76:54. https://doi.org/10.1007/s12665-016-6366-y

    Article  Google Scholar 

  • Eid HT (2014) Stability charts for uniform slopes in soils with nonlinear failure envelopes. Eng Geol 168:38–45

    Article  Google Scholar 

  • Ermini L, Catani F, Casagli N (2005) Artificial neural networks applied to landslide susceptibility assessment. Geomorphology 66:327–343

    Article  Google Scholar 

  • Ersoz T, Topal T (2018) Assessment of rock slope stability with the effects of weathering and excavation by comparing deterministic methods and slope stability probability classification (SSPC). Environ Earth Sci. https://doi.org/10.1007/s12665-018-7728-4

    Article  Google Scholar 

  • Fredlund DG, Krahn J (1977) Comparison of slope stability methods of analysis. Can Geotech J 14:429–439

    Article  Google Scholar 

  • Gupta V, Bhasin RK, Kaynia AM et al (2016) Finite element analysis of failed slope by shear strength reduction technique: a case study for Surabhi Resort Landslide, Mussoorie Township, Garhwal Himalaya. Geomat Nat Haz Risk 7(5):1677–1690. https://doi.org/10.1080/19475705.2015.1102778

    Article  Google Scholar 

  • Gupta V, Sah MP (2008) Spatial Variability of Mass Movements in the Satluj Valley, Himachal Pradesh during 1990–2006. J Mt Sci 5:38–51. https://doi.org/10.1007/s11629-008-0038-7

    Article  Google Scholar 

  • Gurocak Z, Alemdag S, Zaman MM (2008) Rock slope stability and excavatability assessment of rocks at the Kapikaya dam site. Turkey Eng Geol 96(1):17–27. https://doi.org/10.1016/j.enggeo.2007.08.005

    Article  Google Scholar 

  • Hammouri NA, Abdallah I, Husein M, Yamin MA (2008) Stability analysis of slopes using the finite element method and limiting equilibrium approach. Bull Eng Geol Environ 67:471–478

    Article  Google Scholar 

  • Harp EL, Wells WG II, Sarmiento JG (1990) Pore pressure response during failure in soils. Geol Soc America Bull 102:428–438

    Article  Google Scholar 

  • He W, Chen K, Hayatdavoudi A, Sawant K, Lomas M (2019) Effects of clay content, cement and mineral composition characteristics on sandstone rock strength and deformability behaviours. Journal of Petroleum Science and Engineering, Volume 176, Pages 962–969, ISSN 0920–4105, https://doi.org/10.1016/j.petrol.2019.02.016.

  • Hoek E, Bray JW (1981) Rock Slope Engineering. Revised 3rd Edition, The Institution of Mining and Metallurgy, London, 341–351

  • Hussain G, Singh Y, Singh K, Bhat GM (2019) 2019) Landslide susceptibility mapping along national highway-1 in Jammu and Kashmir State India. Innovative Infrastructure Solutions 4:1–17. https://doi.org/10.1007/s41062-019-0245-9

    Article  Google Scholar 

  • I.S. 2720 (1973) Methods of Test For Soils: Determination of Water Content (Second Revision) (Part 2)

  • I.S. 2720 (1975) Methods Of Test For Soils: Determination Of Dry Density Of Soils In-Place By The Core-Cutter Method ( Part XXIX )

  • I.S. 2720 (1985) Methods of Test for Soils: Grain Size Analysis (Second Revision) (Part 4)

  • I.S. 2720 (1986) Methods of Test for Soils: Direct Shear Test (Second Revision) (Part 13), 1986

  • Iverson RM (2000) Landslide triggering by rain infiltration. Water Resour Res 36(7):1897–1910

    Article  Google Scholar 

  • 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. Journal of Mountain Science 14(8). DOI: https://doi.org/10.1007/s11629-017- 4410–3

  • Jana V, Matej V (2020) Assessment of landslide susceptibility at a local spatial scale applying the multi-criteria analysis and GIS: a case study from Slovakia. Geomat Nat Haz Risk 11(1):131–148. https://doi.org/10.1080/19475705.2020.1713233

    Article  Google Scholar 

  • Janbu N (1980) Critical evaluation of the approaches to stability analysis of landslides and other mass movements. Proceedings of International Symposium on Landslides, Delhi 2:109–128

    Google Scholar 

  • Jing L (2003) A review of techniques, advances and outstanding issues in numerical modelling for rock mechanics and rock engineering. Int J Rock Mech Min Sci 40:283–353

    Article  Google Scholar 

  • Kanungo DP, Pain A, Sharma S (2013) Finite element modelling approach to assess the stability of debris and rock slopes: a case study from the Indian Himalayas. Nat Hazards 69(1):1–24. https://doi.org/10.1007/s11069-013-0680-4

    Article  Google Scholar 

  • Kumar V, Gupta V, Jamir I, Chattoraj SL (2018) Evaluation of potential landslide damming: Case study of Urni landslide. Kinnaur, Satluj valley, India, Geoscience Frontiers,. https://doi.org/10.1016/j.gsf.2018.05.004

    Article  Google Scholar 

  • Mahanta B, Singh HO, Singh PK (2016) Singh TN (2016) Stability analysis of potential failure zones along NH-305. India Natural Hazards 83:1341–1357. https://doi.org/10.1007/s11069-016-2396-8

    Article  Google Scholar 

  • Michalowski RL (2010) Limit analysis and stability charts for 3D slope failures. J Geotech Geoenvironmental Engineering 136(4):583–593

    Article  Google Scholar 

  • Nara Y, Morimoto K, Hiroyoshi N, Yoneda T, Kaneko K, Benson PM (2012) Influence of relative humidity on fracture toughness of rock: Implications for subcritical crack growth. Int J Solids Struct 49:2471–2481

    Article  Google Scholar 

  • Rattan SS (1973) Stratigraphy and sedimentation of Chamba area, Western Himachal Pradesh. Him Geol 3:231–248

    Google Scholar 

  • Rozos D, Bathrellos GD, Skillodimou HD (2011) Comparison of the implementation of rock engineering system and analytic hierarchy process methods, upon landslide susceptibility mapping, using GIS: a case study from the Eastern Achaia County of Peloponnesus, Greece. Environ Earth Sci 63:49–63. https://doi.org/10.1007/s12665-010-0687-z

    Article  Google Scholar 

  • Sah MP, Mazari (2007) An Overview of the Geoenvironmental Status of the Kullu Valley, Himachal Pradesh, India. Journal of Mountain Science Vol 4 No 1: 003~023 http://jms.imde.ac.cn

  • Sah MP, Mazari RK (1998) Anthropogenically accelerated mass movement, Kulu Valley, Himachal Pradesh, India. Geomorphology. 123–138

  • Sarkar K, Sazid M, Khandelwal M, Singh TN (2009) Stability analysis of soil slope in Luhri area, Himachal Pradesh. Mining Engineers Journal. pp 21–27

  • Sarkar K, Singh AK, Niyogi A, Behera PK, Verma AK, Singh TN (2016) The Assessment of Slope Stability along NH-22 in Rampur-Jhakri Area, Himachal Pradesh. J Geol Society India 88:387–393

    Article  Google Scholar 

  • Sharma RK, Mehta BS (2013) Jamwal CS (2013) Cut slope stability evaluation of NH-21 along Nalayan- Gambhrola section, Bilaspur district, Himachal Pradesh. India Natural Hazards 66:249–270. https://doi.org/10.1007/s11069-012-0469-x

    Article  Google Scholar 

  • Shen J, Karakus M, Xu C (2013) Chart-based slope stability assessment using the Generalized Hoek-Brown criterion. Int J Rock Mech Min Sci 64:210–219

    Article  Google Scholar 

  • Singh AK, Kundu J, Sarkar K (2017) Stability analysis of a recurring soil slope failure along NH-5. Natural Hazards, Himachal Himalaya, India. https://doi.org/10.1007/s11069-017-3076-z

    Book  Google Scholar 

  • Skilodimou HD, Bathrellos GD, Chousianitis K, Youssef AM, Pradhan Β (2019) Multi-hazard assessment modeling via multi-criteria analysis and GIS: A case study. Environ Earth Sci 78(2):47

    Article  Google Scholar 

  • Springman SM, Thielen A, Kienzler P, Friedel S (2013) A long-term field study for the investigation of rainfall-induced landslides. Geotechnique 14:1177–1193

    Article  Google Scholar 

  • SV Srikantia ON Bhargava 1998 Geology of Himachal Pradesh Geological Society of India Bangalore 81 85867 32 1, pp. 408

  • Van Reeuwijk LP (1993) Procedures for soil analysis, International Soil Reference and Information Center (ISRIC) Technical paper, no.9, ISRIC, pp19

  • Wei Z, Yin G, Wang JG et al (2012) Stability analysis and supporting system design of a high-steep cut soil slope on an ancient landslide during highway construction of Tehran-Chalus. Environ Earth Sci 67:1651

    Article  Google Scholar 

  • Wieczorek GF (1996) Landslide triggering mechanisms. In: Turner AK, Schuster RL (eds) Landslides: investigation and mitigation, Transportation Research Board Special Report 247. National Research Council, Washington, pp 76–79

    Google Scholar 

  • Xu J (2011) Debris slope stability analysis using three dimensional finite element method based on maximum shear stress theory. Environ Earth Sci 64(8):2215–2222. https://doi.org/10.1007/s12665-011-1049-1

    Article  Google Scholar 

  • Zhu DY, Lee CF, Jiang HD (2003) Generalised framework of limit equilibrium methods for slope stability analysis. Geotechnique 53(4):377–395

    Article  Google Scholar 

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All authors contributed to the study. The field visits, data collection and analysis were performed by Kanwarpreet Singh and Virender Kumar. The first draft of the manuscript was written by Kanwarpreet Singh and all authors commented on previous versions of the manuscript. All authors read and approved the final manuscript.

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Correspondence to Kanwarpreet Singh.

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Singh, K., Kumar, V. Slope stability analysis of landslide zones in the part of Himalaya, Chamba, Himachal Pradesh, India. Environ Earth Sci 80, 332 (2021). https://doi.org/10.1007/s12665-021-09629-z

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