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Analytical and Numerical Stability Analysis of Road Cut Slopes in Garhwal Himalaya, India

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Abstract

The rocks of the Himalayan terrain are highly deformed and distorted due to complex geological and tectonics setup. Failures of slopes are always reported along National Highway (NH)-7, in the Uttarakhand Himalayan region, which causes loss of lives, traffic blockage, and destruction of property and also deterioration of the environment gradually. The road cut slope stability analysis of five locations were carried out along NH-7, between Shivpuri to Kaudiyala in Uttarakhand, India. For that a rigorous field investigation was done to collect the geotechnical parameters of slopes and also the potential instability condition of cut slopes were monitored with real time. To know the characteristic of rock mass, the geotechnical data's were studied based on rock mass rating (RMR) and geological strength index (GSI). The kinematics of the blocky (good and fair) rock-mass shows in general wedge, toppling and planar type of failures for different rock slopes. The petrography of representative rock samples was also carried out to see the mineralogical variation in quartzite and phyllitic quartzite. The comparative analysis of different empirical methods for slope stability as slope mass rating (SMR), continuous slope mass rating (Co-SMR), and Chinese slope mass rating (CSMR) shows a decent correlation and revealed that slopes are mostly partially stable. Qslope stability has also been applied to reveal the stability problems and to find out stable slope angle for different slopes. Further to clarify the stability of these slopes, numerical models (LEM and FEM) were applied. The numerical result, (FoS) of different slopes revealed that slopes are stable, critically stable and unstable, with a good agreement between LEM and FEM models. The collective effort of slope stability analysis through analytical and numerical methods will give the better perception to find out the potential remedial measures and optimum slope design.

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References

  • Ansari TA, Sharma KM, Singh TN (2019) Empirical slope stability assessment along the road corridor NH-7, in the lesser Himalayan. Geotech Geol Eng 37(6):5391–5407

    Google Scholar 

  • Bar N, Barton N (2017) The Q-slope method for rock slope engineering. Rock Mech Rock Eng 50(12):3307–3322

    Google Scholar 

  • Barnard PL, Owen LA, Sharma MC, Finkel RC (2001) Natural and human-induced landsliding in the Garhwal Himalaya of northern India. Geomorphology 40(1–2):21–35

    Google Scholar 

  • Barton NR, Grimstad E (2014) An illustrated guide to the Q-system following 40 years use in tunnelling. Inhouse Publisher, Oslo Retrieved 30 2015

    Google Scholar 

  • Barton N, Lien R, Lunde J (1974) Engineering classification of rock masses for the design of tunnel support. Rock Mech 6(4):189–236

    Google Scholar 

  • Bhandari RK (2006) The Indian landslide scenario, strategic issues and action points. In: India disaster management congress, New Delhi pp 29–30

  • Bieniawski ZT (1979) The geomechanics classification in rock engineering applications. In: 4th ISRM Congress. International Society for rock mechanics and rock engineering

  • Bieniawski ZT (1989) Engineering rock mass classifications: a complete manual for engineers and geologists in mining, civil, and petroleum engineering. Wiley, Hoboken

    Google Scholar 

  • Chaudhary S, Gupta V, Sundriyal YP (2010) Surface and sub-surface characterization of Byung landslide in Mandakini valley Garhwal Himalaya. Himal Geol 31(2):125–132

    Google Scholar 

  • Chen Z (1995) Recent developments in slope stability analysis. In: 8th ISRM Congress. International Society for Rock Mechanics and Rock Engineering

  • Cruden DM (1991) A simple definition of a landslide. Bull Eng Geol Environ 43(1):27–29

    Google Scholar 

  • Cruden DM, Varnes DJ (1996) Landslides: investigation and mitigation. Chapter 3-Landslide types and processes. Transportation research board special report (247)

  • 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(1):54

    Google Scholar 

  • Eberhardt E (2003) Rock slope stability analysis-Utilization of advanced numerical techniques. Earth and Ocean sciences at UBC

  • Espinoza RD, Bourdeau PL, Muhunthan B (1994) Unified formulation for analysis of slopes with general slip surface. J Geotech Eng 120(7):1185–1204

    Google Scholar 

  • Fell R, Ho KK, Lacasse S, Leroi E (2005) A framework for landslide risk assessment and management. In: Landslide risk management, CRC Press, pp 13–36

  • Fredlund DG, Krahn J (1977) Comparison of slope stability methods of analysis. Can Geotech J 14(3):429–439

    Google Scholar 

  • Griffiths DV, Lane PA (1999) Slope stability analysis by finite elements. Geotechnique 49(3):387–403

    Google Scholar 

  • Gupta V, Bist KS (2004) The 23 September Varunavat Parvat landslide in Uttarkashi township Uttaranchal, Curr Sci 1600–1605

  • Gupta V, Bhasin RK, Kaynia AM, Kumar V, Saini AS, Tandon RS, Pabst T (2016) Finite element analysis of failed slope by shear strength reduction technique: a case study for Surabhi Resort Landslide, Mussoorie township, Garhwal Himalaya. Geomatics Nat Hazards Risk 7(5):1677–1690

    Google Scholar 

  • Hammah RE, Curran H, Yacoub T, Corkum B (2004) Stability analysis of rock slopes using the finite element method

  • Hammah R, Yacoub T, Corkum B, Curran JH (2005) The shear strength reduction method for the generalized Hoek-Brown criterion

  • Hammouri NA, Malkawi AI, Yamin MM (2008) Stability analysis of slopes using the finite element method and limiting equilibrium approach. Bull Eng Geol Environ 67(4):471

    Google Scholar 

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

    Google Scholar 

  • Hoek E, Bray JW (1991) Rock slope engineering. Elsevier Science Publishing, New York, p 358

    Google Scholar 

  • Hoek E, Brown ET (1997) Practical estimates of rock mass strength. Int J Rock Mech Min Sci 34(8):1165–1186

    Google Scholar 

  • Hoek E, Kaiser P K, Bawden WF (1995) Support of underground excavations in hard rock. Rotterdam, Balkema, p 215

    Google Scholar 

  • Hungr O, Leroueil S, Picarelli L (2014) The Varnes classification of landslide types, an update. Landslides 11(2):167–194

    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. J Mt Sci 14(8):1666–1676

    Google Scholar 

  • Kanungo DP, Pain A, Sharma S (2013) Finite element modeling approach to assess the stability of debris and rock slopes: a case study from the Indian Himalayas. Nat Hazards 69(1):1–24

    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. J Earth Syst Sci 126(8):112

    Google Scholar 

  • Lin H, Zhong W, Xiong W, Tang W. Slope stability analysis using limit equilibrium method in nonlinear criterion. The Scientific World Journal 2014; 2014.

  • Mahanta B, Singh HO, Singh PK, Kainthola A, Singh TN (2016) Stability analysis of potential failure zones along NH-305 India. Nat Hazards 83(3):1341–1357

    Google Scholar 

  • Pain A, Kanungo DP, Sarkar S (2014) Rock slope stability assessment using finite element based modelling–examples from the Indian Himalayas. Geomech Geoeng 9(3):215–230

    Google Scholar 

  • Palmström A (1982) The volumetric joint count—a useful and simple measure of the degree of rock mass jointing. In: International association of engineering geology. International congress 4, pp 221–228

  • Pandit K, Sarkar K, Samanta M, Sharma M (2016) Stability analysis and design of slope reinforcement techniques for a Himalayan landslide. In: Recent advances in rock engineering (RARE 2016). Atlantis Press

  • Rautela P, Pande RK (2005) Traditional inputs in disaster management: the case of Amparav, North India. Int J Environ Stud 62(5):505–515

    Google Scholar 

  • Rocscience (2001) Phase2 2D finite element program for calculating stresses and estimating support around underground excavations. Toronto

  • Romana M (1985) New adjustment ratings for application of Bieniawski classification to slopes. In: Proceedings of the international symposium on role of rock mechanics, Zacatecas, Mexico. pp 49–53

  • Sah MP, Bist KS (1998) Catastrophic mass movement of August 1998 in Okhimath area Garhwal Himalaya. In: Proceeding of international workshop cum training programme on landslide hazard and risk assessment and damage control for sustainable development, New Delhi. pp 259–282

  • Sah MP, Asthana AK, Rawat BS (2003) Cloud burst of August 10, 2002 and related landslides and debris flows around Budha Kedar (Thati Kathur) in Balganga valley, district Tehri. Himal Geol 24(2):87–101

    Google Scholar 

  • Sah N, Kumar M, Upadhyay R, Dutt S (2018) Hill slope instability of Nainital City, Kumaun Lesser Himalaya, Uttarakhand, India. J Rock Mech Geotech Eng 10:280–289. https://doi.org/10.1016/j.jrmge.2017.09.011

    Article  Google Scholar 

  • 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 Soc India 88(3):387–393

    Google Scholar 

  • Sati SP, Sundriyal YP, Rana N, Dangwal S (2011) Recent landslides in Uttarakhand: nature's fury or human folly. Curr Sci (Bangalore) 100(11):1617–1620

    Google Scholar 

  • Siddique T, Masroor Alam M, Mondal MEA, Vishal V (2015) Slope mass rating and kinematic analysis of slopes along the national highway-58 near Jonk, Rishikesh, India. J Rock Mech Geotech Eng 7:600–606. https://doi.org/10.1016/j.jrmge.2015.06.007

    Article  Google Scholar 

  • Singh RP, Dubey CS, Singh SK, Shukla DP, Mishra BK, Tajbakhsh M, Ningthoujam PS, Sharma M, Singh N (2013) A new slope mass rating in mountainous terrain, Jammu and Kashmir Himalayas: application of geophysical technique in slope stability studies. Landslides 10(3):255–265

    Google Scholar 

  • Singh R, Umrao RK, Singh TN (2014) Stability evaluation of road-cut slopes in the Lesser Himalaya of Uttarakhand, India: conventional and numerical approaches. Bull Eng Geol Environ 73(3):845–857

    Google Scholar 

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

    Article  Google Scholar 

  • Singh AK, Kundu J, Sarkar K (2018) Stability analysis of a recurring soil slope failure along NH-5, Himachal Himalaya India. Nat Hazards 90(2):863–885

    Google Scholar 

  • Solanki A, Gupta V, Bhakuni SS, Ram P, Joshi M (2019) Geological and geotechnical characterisation of the Khotila landslide in the Dharchula region, NE Kumaun Himalaya. J Earth Syst Sci 128(4):86

    Google Scholar 

  • Sonmez H, Ulusay R (1999) Modifications to the geological strength index (GSI) and their applicability to stability of slopes. Int J Rock Mech Min Sci 36(6):743–760

    Google Scholar 

  • Stead D, Eberhardt E, Coggan JS (2006) Developments in the characterization of complex rock slope deformation and failure using numerical modelling techniques. Eng Geol 83(1–3):217–235

    Google Scholar 

  • Sundriyal YP, Shukla AD, Rana N, Jayangondaperumal R, Srivastava P, Chamyal LS, Sati SP, Juyal N (2015) Terrain response to the extreme rainfall event of June 2013: Evidence from the Alaknanda and Mandakini River Valleys, Garhwal Himalaya India. Episodes 38(3):179–188

    Google Scholar 

  • Tomás R, Delgado J, Serón JB (2007) Modification of slope mass rating (SMR) by continuous functions. Int J Rock Mech Min Sci 44(7):1062–1069

    Google Scholar 

  • Valdiya KS (1975) Lithology and age of the Tal Formation in Garhwal, and implication on stratigraphic scheme of Krol Belt in Kumaun Himalaya. Geol Soc India 16(2):119–134

    Google Scholar 

  • Valdiya KS (1980) The two intracrustal boundary thrusts of the Himalaya. Tectonophysics 66(4):323–348

    Google Scholar 

  • Valdiya KS, Bartarya SK (1989) Problem of mass-movements in a part of Kumaun Himalaya. Curr Sci 58(9):486–491

    Google Scholar 

  • Varnes DJ (1954) Landslide types and processes. In: Eckel EB (ed) Landslides and engineering practice, special report 28. Highway research board. National Academy of Science, Washington, DC, pp 20–47

    Google Scholar 

  • Varnes DJ (1978) Slope movement types and processes. Special Rep 176:11–33

    Google Scholar 

  • Vishal V, Siddique T, Purohit R, Phophliya MK, Pradhan SP (2017) Hazard assessment in rockfall-prone Himalayan slopes along National Highway-58, India: rating and simulation. Nat Hazards 85(1):487–503

    Google Scholar 

  • Wyllie DC, Mah CW (2004) Rock Slope Engineering: Civil and Mining, 4th edn. Spon Press, London

    Google Scholar 

  • Yoon WS, Jeong UJ, Kim JH (2002) Kinematic analysis for sliding failure of multi-faced rock slopes. Eng Geol 67(1–2):51–61

    Google Scholar 

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

    Google Scholar 

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Acknowledgements

The authors would like to thank RSRE lab, IIT Bombay, India, for providing required facilities to undertake all geotechnical studies.

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  1. Department of Earth Sciences, Indian Institute of Technology Bombay, Mumbai, 400076, India

    Hari Om Singh, Tariq Anwar Ansari, T. N. Singh & K. H. Singh

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  1. Hari Om Singh
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Correspondence to Tariq Anwar Ansari.

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Singh, H.O., Ansari, T.A., Singh, T.N. et al. Analytical and Numerical Stability Analysis of Road Cut Slopes in Garhwal Himalaya, India. Geotech Geol Eng 38, 4811–4829 (2020). https://doi.org/10.1007/s10706-020-01329-y

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