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Preliminary slope stability analysis and discontinuities driven susceptibility zonation along a crucial highway corridor in higher Himalaya, India

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Abstract

Identification of failure susceptible slopes through different rock engineering approach is highly valuable in landslide risk management along crucial highway corridors in the high mountainous region. In this study, a critical highway (NH-5) segment in higher Himalaya has been investigated using the various rock mass characterization schemes based on detailed field observations. Since the highway corridor is highly susceptible to discontinuities-driven failures, consisting of jointed rock masses; Mean and Combined kinematic feasibility analysis has been performed for 20 highway slopes. Observed slope mass classes have been compared to the feasibility percentage of discontinuities driven failures (wedge, toppling, and planar) and accordingly the kinematic feasibility zonation along highway segment has been done for each as well as overall failure types. Based on the slope mass conditions and discontinuities driven failures probability (%), responsive remedial measures have been proposed for individual highway slopes to ensure safe and uninterrupted transportation.

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References

  • Acharya B, Kundu J, Sarkar K, Chawla S (2017) Assessment of a Critical Slope near Nathpa Region, Himachal Pradesh, India. IGC-2017 GeoNEst, Abstract volume, IIT Guwahati, India, p 59. http://www.igs.org.in/portal/igc-proceedings/igc-2017-guwahati proceedings/Theme03/Tho3_402.pdf

    Google Scholar 

  • Acharya B, Mishra A, Sarkar K (2018) Rock Mass Characterization of a Highway Slope along NH-5, Himachal Pradesh, Emerging Trend in Geophysical Research for Make-in-India (ETGRMI), Abstract volume, IIT(ISM), Dhanbad. pp 115–116.

    Google Scholar 

  • Anbalagan R (1992) Landslide hazard evaluation and zonation mapping in mountainous terrain. Engineering Geology 32(4): 269–277. https://doi.org/10.1016/0013-7952(92)90053-2

    Article  Google Scholar 

  • Bar N and Barton N (2017) The Q-Slope Method for Rock Slope Engineering. Rock Mechanics and Rock Engineering 50(12): 3307–3322. https://doi.org/10.1007/s00603-017-1305-0

    Article  Google Scholar 

  • Bhargava ON (1980) The tectonic windows of the Lesser Himalaya. Himalayan Geology 10:135–155.

    Google Scholar 

  • Bieniawski ZT (1973) Engineering classification of jointed rock masses. Civ Eng South Afr 15:335–344.

    Google Scholar 

  • Bieniawski ZT (1979) The Geomechanical Classification in Rock Engineering Applications. Proceedings of 4th International Congress on Rock Mechanics, International Society for Rock Mechanics, Salzburg. 2:41–48.

    Google Scholar 

  • Bieniawski ZT (1989) Engineering rock mass classification. Chichester, Wiley, London. https://www.sciencedirect.com/book/9780123858788/engin eering-rock-mass-classification

    Google Scholar 

  • Borraadaile G (2003) Statistics of Earth Science Data: Their Distribution in Time, Space and Orientation. Springer-Verlag Berlin Heidelberg, NY. 1st edition, pp. 266.

    Book  Google Scholar 

  • Canal A, Akin M (2016) Assessment of rock slope stability by probabilistic-based Slope Stability probability classification method along highway cut slopes in Adilcevaz-Bitlis (Turkey). Journal of Mountain Science 13(11): 1893–1909. https://doi.org/10.1007/s11629-016-3954-y

    Article  Google Scholar 

  • Cerri RI, Reis FA, Gramani MF, et al. (2018) Assessment of landslide occurrences in Serra do Mar mountain range using kinematic analyses. Environment Earth Science 77:325. https://doi.org/10.1007/s12665-018-7508-1

    Article  Google Scholar 

  • Chang SK, Lee DR, Wu JH, Juang CH (2011) Rainfall-based criteria for assessing slump rate of mountainous highway slopes: A case study of slopes along Highway 18 in Alishan, Taiwan. Engineering Geology 118:63–74. https://doi.org/10.1016/j.enggeo.2011.01.001

    Article  Google Scholar 

  • Deere DU (1963) Technical description of rock cores for engineering purposes. Rock Mech Eng Geo 1:16–22.

    Google Scholar 

  • DDMA (District Disaster Management Authority) (2012) District Disaster Management Plan of Kinnaur District, Himachal Pradesh. The Government of India-UNDP Disaster Risk Reduction (DRR) Programme (2009-12). https://ndma.gov.in/images/policyplan/dmplan/knrddmpfinal.pdf (accessed on 11 November 2018)

    Google Scholar 

  • Fisher RA (1953) Dispersion on a sphere. In: Proceedings of the Royal Society of London, A217. pp 95–305. https://doi.org/10.1098/rspa.1953.0064

    Google Scholar 

  • Follacci JP, Guardia P, Ivaldi JP (1988) Le Glissement de la Clapière (Alpes Maritimes, France) dans son cadre géodynamique. Proceeding of 5th International Symposium on Landslides 2:1323–1327.

    Google Scholar 

  • Ghosh S, Giinther A, Carranza EJM, Westen CJ Van, Jetten VG (2010) Rock slope instability assessment using spatially distributed structural orientation data in Darjeeling Himalaya (India). Earth Surf Process Landforms 35:1773–1792. https://doi.org/10.1002/esp.2017

    Article  Google Scholar 

  • Goodman RE, Bray JW (1976) Toppling of rock slopes. Rock Engineering for Foundations & Slopes: Proceedings of a Specialty Conference, University of Colorado, Boulder, Colorado, August 15-18, 1976, American Society of Civil Engineers. Geotechnical Engineering Division 1:201–234.

    Google Scholar 

  • Goodman RE (1989) Introduction to Rock Mechanics. 2nd ed. John Wiley & Sons, New York.

    Google Scholar 

  • GSI (2012) Geology and mineral resources of Himachal Pradesh. Miscellaneous publication no. 30: Part-XVII (2nd Revised Ed), Northern Region, Lucknow. https://www.indiawaterportal.org/sites/indiawaterportal.org/files/report_himachal_pradesh_state_geology_and_mineral_maps_geological_survey_of_india_o.pdf

    Google Scholar 

  • GSI (2016) Landslide Compendium of Northwestern Himalayas. Special publication no. 107.

    Google Scholar 

  • Gupta V, Sah M (2008a) Impact of the Trans-Himalayan Landslide Lake Outburst Flood (LLOF) in the Satluj catchment, Himachal Pradesh, India. Natural Hazards s45(3):379–390. https://doi.org/10.1007/s11069-007-9174-6

    Article  Google Scholar 

  • Gupta V, Sah M (2008b) 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 

  • Guzzetti F, Cardinali M, Reichenbach P (1996) The influence of structural setting and lithology on landslide type and pattern. Environmental and Engineering Geoscience 2(4):531–555. https://doi.org/10.2113/gseegeosci.IL4.531

    Article  Google Scholar 

  • Hack HR (1998) Slope stability probability classification; SSPC; 2nd version. University of Technology Delft; International Institute for Aerospace Survey and Earth Sciences; ITC, Delft, Enschede, The Netherlands. (43) ISBN: 90 6164 154 3. p. 275.

    Google Scholar 

  • Haque U, da Silva PF et al. (2019) The human cost of global warming: Deadly landslides and their triggers (1995-2014). Science of the Total Environment 682:673–684. https://doi.org/10.1016/j.scitotenv.2019.03.415

    Article  Google Scholar 

  • Hearn GJ, Shakya NM (2017) Engineering challenges for sustainable road access in the Himalayas. Quarterly Journal of Engineering Geology and Hydrogeology 50 (1): 69–80. https://doi.org/10.1144/qjegh2016-109

    Article  Google Scholar 

  • Hoek E, Bray JW (1981) Rock slope engineering. 3rd ed. Institute of Mining and Metallurgy, London.

    Google Scholar 

  • Hoek E (1994) Strength of rock and rock masse. ISRM News Journal 2(2):4–16.

    Google Scholar 

  • Hoek E, Marinos P, Benissi M (1998) Applicability of the Geological Strength Index (GSI) classification for very weak and sheared rock masses: The case of the Athens Schist Formation. Bulletin of Engineering Geology and the Environment 57(2): 151–160. https://doi.org/10.1007/s100640050031

    Article  Google Scholar 

  • Hoek E, Carter TG, Diederichs MS (2013) Quantification of the geological strength index chart. In: Proceedings of the 47th US Rock mechanics/Geomechanics symposium. American Rock Mechanics Association (ARMA) 13: 672. https://www.academia.edu/6484320/Quantification_of_the_Geological_Strength_Index_chart (accessed on 28 August 2018)

    Google Scholar 

  • ISRM (1978) Suggested methods for the quantitative description of discontinuities in rock masses. International Society for Rock Mechanics, Commission on Standardization of Laboratory and Field Tests. International Journal of Rock Mechanics and Mining Sciences & Geomechanics, Abstracts 15- PP 319–368.

    Google Scholar 

  • ISRM (1981) Rock Characterization Testing and Monitoring. ISRM suggested methods, ET Brown Ed: Commission

    Google Scholar 

  • Jamir I, Gupta V, Kumar V, Thong GT (2017) Evaluation of potential surface instability using finite element method in Kharsali Village, Yamuna Valley, Northwest Himalaya. Journal of Mountain Science 14(8): 1666–1676. https://doi.org/10.1007/s11629-017-4410-3

    Article  Google Scholar 

  • Kliche CA (1999) Rock slope stability. SME. Littleton, CO.

    Google Scholar 

  • Korup O, Clague JJ, Hermanns RL, Hewitt K, Strom AL, Weidinger JT (2007) Giant landslides, topography, and erosion. Earth and Planetary Science Letters 261:578–589. https://doi.org/10.1016/j.eps1.2007.07.025

    Article  Google Scholar 

  • Kumar V, Gupta V, Sundriyal YP (2018) Spatial interrelationship of landslides, litho - tectonics, and climate regime, Satluj valley, Northwest Himalaya. Geological Journal pp 1–15. https://doi.org/10.1002/gj.3204

    Google Scholar 

  • Kundu J, Sarkar K, Tripathy A, Singh TN (2017) Qualitative stability assessment of cut slopes along the National Highway-05 around Jhakri area, Himachal Pradesh, India. Journal of Earth System Science 126(8). https://doi.org/10.1007/s12040-017-0893-0

    Google Scholar 

  • Lee DR, Lai MH, Wu JH, Chi HH, Ko WT, Lee BL (2013) Slope management criteria for Alishan Highway based on database of heavy rainfall-induced slope failures, Engineering Geology 162:97–107. https://doi.org/10.1016/j.enggeo.2013.04.012

    Article  Google Scholar 

  • Lonigro T, Gentile F, Polemio M (2015) The influence of climate variability and land-use variations on the occurrence of landslide events (Subappennino Dauno, Southern Italy). Rendiconti Online Societa Geologica Italiana 35:192–195. https://doi.org/10.3301/ROL.2015.98

    Article  Google Scholar 

  • Marinos P, Hoek E (2000) GSI: a geologically friendly tool for rock mass strength estimation. In: Proceedings of the GeoEng2000 at the international conference on geotechnical and geological engineering, Melbourne, Technomic Publishers, Lancaster, pp 1422–1446. https://www.researchgate.net/publication/240025464_GSI-A_geologically_friend ly_tool_for_rock_mass_strength_estimation (accessed on 19 September 2018)

    Google Scholar 

  • Markland JT (1972) A useful technique for estimating the stability of rock slopes when the rigid wedge sliding type of failure is expected. Imperial College Rock Mechanics Research Report No. 19. p 10.

    Google Scholar 

  • Mehrotra VK (1993) Estimation of Engineering Parameters of Rock Mass, Ph. D Thesis, University of Roorkee, Roorkee, India, p 267.

    Google Scholar 

  • Palmstrom A (1974) Characterization of jointing density and the quality of rock masses (in Norwegian). Internal report, AB. Berdal, Norway, p 26.

    Google Scholar 

  • Palmstrom A (1995) RMi—a for rock mass characterization system for rock engineering purposes, Ph.D. thesis, University of Oslo, Norway, p 400.

    Google Scholar 

  • Palmstrom A (2005) Measurements of and correlations between block size and rock quality designation (RQD). Tunnelling and Underground Space Technology 20:362–377. https://doi.org/10.1016/j.tust.2005.01.005

    Article  Google Scholar 

  • Pantelidis L (2009) Rock slope stability assessment through rock mass classification systems. International Journal of Rock Mechanics & Mining Sciences 46:315–325. https://doi.org/10.1016/j.ijrmms.2008.06.003

    Article  Google Scholar 

  • Park H, Lee J, Kim K, Um J (2016) Assessment of rock slope stability using GIS-based probabilistic kinematic analysis. Eng Geol 203:56–69. https://doi.org/10.1016/j.enggeo.2015.08.021

    Article  Google Scholar 

  • Rao DR, Sharma KK, Gopalan K (1995) Granitoid rock of Wangtu Gneissic Complex, Himachal Pradesh: an example of in situ fractional crystallization and volatile action. Journal of the Geological Society of India 46 (1): 5–14. http://www.geosocindia.org/index.php/jgsi/article/view/67924 (accessed on 22 February 2017)

    Article  Google Scholar 

  • Rocscience (2015) Dips, v6.o, Rocscience Inc., Toronto.

    Google Scholar 

  • Romana M (1985) New adjustment ratings for application of Bieniawski classification to slopes; In Proceedings of International Symposium on Role of Rock Mech, ISRM, Zacatecas, Mexico, pp 49–53.

    Google Scholar 

  • Sanchez G, Rolland Y, Corsini M, et al. (2010) Relationships between tectonics, slope instability and climate change: Cosmic ray exposure dating of active faults, landslides and glacial surfaces in the SW Alps. Geomorphology 117:1–13. https://doi.org/10.1016/j.geomorph.2009.10.019

    Article  Google Scholar 

  • Sarkar K, Singh AK, Niyogi A, Behera PK, Verma AK, Singh TN (2016) The assessment of slope stability along NH-05 in Rampur-Jhakri Area, Himachal Pradesh, India. Journal of the Geological Society of India 88:387–393.

    Article  Google Scholar 

  • Sarkar S, Kanungo DP, Kumar S (2012) Rock mass classification and slope stability assessment of road cut slopes in Garhwal Himalaya, India. Geotechnical and Geological Engineering 30(4):827–840. https://doi.org/10.1007/s12594-016-0500-z

    Article  Google Scholar 

  • Shroder Jr JF, Bishop MP (1998) Mass movement in the Himalaya: new insights and research directions. wGeomorphology 26(1-3):13–35. https://doi.org/10.1016/S0169-555X(98)00049-X

    Article  Google Scholar 

  • Singh AK (2018) Landslide vulnerability analysis around Rampur area, Himachal Pradesh, India. PhD thesis, unpublished, IIT(ISM) Dhanbad, Jharkhand, India.

    Google Scholar 

  • Singh AK, Kundu J, Sarkar K (2018) Stability analysis of a recurring soil slope failure along NH-5, Himachal Himalaya, India. Natural Hazards 90(2):863–88s. https://doi.org/10.1007/s11069-017-3076-z

    Article  Google Scholar 

  • Singh B, Goel RK, Mehrotra VK, Garg SK, Allu MR (1998) Effect of Intermediate Principal Stress on Strength of Anisotropic Rock Mass, Jr. Tunnelling and Underground Space Technology, Pergamon 13:71–79. https://doi.org/10.1016/80886-7798(98)00023-6

    Article  Google Scholar 

  • Singh S, Claesson S, Jain AK, et al. (1994) Geochemistry of the Proterozoic peraluminous granitoids from the Higher Himalayan Crystalline, HHC and Jutogh Nappe, Himachal Pradesh, India. Abstract volume: Journal of Nepal Geological Society 10: 125.

    Google Scholar 

  • Smith JV (2006) Geological contributions to engineering investigation of rock mass. ASEG Extended Abstracts, pp 1–4. https://doi.org/10.1071/ASEG2006ab164

    Google Scholar 

  • Smith JV (2015) A new approach to kinematic analysis of stress-induced structural slope instability. Engineering Geology 187:56–59. https://doi.org/10.1016/j.enggeo.2014.12.015

    Article  Google Scholar 

  • Stimpson B (1981) A suggested technique for determining the basic friction angle of rock surfaces using core. International Journal of Rock Mechanics & Mining Sciences 18:63–65. https://doi.org/10.1016/0148-9062(81)90266-7

    Article  Google Scholar 

  • Tandon RS, Gupta V (2014) Estimation of strength characteristics of different Himalayan rocks from Schmidt hammer rebound, point load index, and compressional wave velocity. Bull Eng Geol Environ 74(2):521–533. https://doi.org/10.1007/s10064-014-0629-1

    Article  Google Scholar 

  • Thiede RC, Ehlers TA, Bookhagen B, Strecker MR (2009) Erosional variability along the northwest Himalaya. Journal of Geophysical Research 114:1–19. https://doi.org/10.1029/2008JF001010

    Article  Google Scholar 

  • Tomas R, Delgadob J, Seron JB (2007) Modification of Slope Mass Rating (SMR) by Continuous Functions. Int J Rock Mech Min Sci 44 (7):1062–1069. https://doi.org/10.1016/j.ijrmms.2007.02.004

    Article  Google Scholar 

  • Westen CJ Van, Jaiswal P, Gosh S, et al. (2012) Landslide inventory, hazard and risk assessment in India. In: Pradhan B, Buchroithner MF (eds) Terrigenous mass movements Berlin pp 239–282. https://doi.org/10.1007/978-3-642-25495-6_9

    Chapter  Google Scholar 

  • Wulf H, Bookhagen B, Scherler D (2012) Climatic and geologic controls on suspended sediment flux in the Sutlej River Valley, western Himalaya. Hydrology and Earth System Sciences Discussions 9:541–594. https://doi.org/10.5194/hess-16-2193-2012

    Article  Google Scholar 

  • Wyllie DC, Mah CW (2004) Rock Slope Engineering. Fourth ed. SPON Press, Taylor & Francis Group, London and New York. Yilmaz I, Marschalko M, Yildirim M, et al. (2012) GIS-based kinematic slope instability and slope mass rating (SMR) maps: application to a railway route in Sivas (Turkey). Bulletin of Engineering Geology and the Environment 71:351–357. https://doi.org/10.1007/s10064-011-0384-5

    Google Scholar 

  • Yoon WS, Jeong UJ, Kim JH (2002) Kinematic analysis of sliding failure of multi-faced rock slopes. Engineering Geology 67:51–61. https://doi.org/10.1016/80013-7952(02)00144-8

    Article  Google Scholar 

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Acknowledgement

The authors express their sincere acknowledgement to Indian Institute of Technology (Indian School of Mines) Dhanbad for the grant and support. Authors would like to acknowledge the editor and anonymous reviewers for their valuable comments that helped to improve the manuscript.

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  1. Department of Applied Geology, Indian Institute of Technology (Indian School of Mines), Dhanbad, 826004, India

    Barsa Acharya, Kripamoy Sarkar & Ashok Kumar Singh

  2. Department of Civil Engineering, Indian Institute of Technology (Indian School of Mines), Dhanbad, 826004, India

    Sowmiya Chawla

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  1. Barsa Acharya
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Preliminary slope stability analysis and discontinuities driven susceptibility zonation along a crucial highway corridor in higher Himalaya, India

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Acharya, B., Sarkar, K., Singh, A.K. et al. Preliminary slope stability analysis and discontinuities driven susceptibility zonation along a crucial highway corridor in higher Himalaya, India. J. Mt. Sci. 17, 801–823 (2020). https://doi.org/10.1007/s11629-019-5524-6

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