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Stability analysis of potential failure zones along NH-305, India

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Abstract

The national highway (NH-305) is crucial since it is used as the only alternative connectivity for transportation of goods and other materials for military purpose during the closure of other highway. A number of slope failures were reported in the past therefore hazard zonation map is prepared using five commonly used parameters to identify the potential susceptible areas of failure. This was followed by detailed field investigations for collection of rock engineering parameters and geomechanics classification. Several locations were identified from hazard zonation map and subsequent field investigations for stability analysis. Hazard zonation clearly demarcates the steep cut slopes along the right bank of river Sutlej as potential failure zones, which is also confirmed by low values of slope mass rating. Finite element method was later used to investigate the deformation mechanism associated with such slope failures. The safety factor value is on a higher side indicating the slopes to be stable but the displacement contours and shear strain concentration near the toe of the slope suggests otherwise.

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References

  • Barton N (1976) The shear strength of rock and rock joints. Int J Rock Mech Min Sci Geomech Abstr 13:255–279

    Article  Google Scholar 

  • Bhasin R, Kaynia AM (2004) Static and dynamic simulation of a 700-m high rock slope failure in Western Norway. Eng Geol 71(3–4):213–226

    Article  Google Scholar 

  • Bieniawski ZT (1989) Engineering rock mass classifications. Wiley, New York, 251 p

    Google Scholar 

  • Cevik E, Topal T (2003) GIS-based landslide susceptibility mapping for a problematic segment of the natural gas pipeline, Hendek (Turkey). Environ Geol 44:949–962

    Article  Google Scholar 

  • Coggan JS, Stead D, Eyre JM (1998) Evaluation of techniques for quarry slope stability assessment. Trans Inst Min Metal Sect B 107:B139–B147

    Google Scholar 

  • Daftaribesheli A, Ataei M, Sereshki F (2011) Assessment of rock slope stability using the fuzzy slope mass rating (FSMR) system. Appl Soft Comput 11:4465–4473

    Article  Google Scholar 

  • Dai FC, Lee CF, Li J, Xu ZW (2001) Assessment of landslide susceptibility on the natural terrain of Lantau Island, Hong Kong. Environ Geol 40:381–391

    Article  Google Scholar 

  • Eberhardt E (2003) U. B. C., Rock slope stability analysis—utilization of advanced numerical techniques

  • Eberhardt E, Stead D, Coggan JS (2004) Numerical analysis of initiation and progressive failure in natural rock slopes—the 1991 Randa rockslide. Int J Rock Mech Min Sci 41:69–87

    Article  Google Scholar 

  • Fall M, Azzam R, Noubactep C (2006) A multi-method approach to study the stability of natural slopes and landslide susceptibility mapping. Eng Geol 82:241–263

    Article  Google Scholar 

  • Frankovská J, Kopecký M, Panuška J, Chalmovský J (2015) Numerical modelling of slope instability. Proc Earth Planet Sci 15:309–314

    Article  Google Scholar 

  • Gokceoglu C, Aksoy H (1996) Landslide susceptibility mapping of the slopes in the residual soils of the Mengen region (Turkey) by deterministic stability analyses and image processing techniques. Eng Geol 44:147–161

    Article  Google Scholar 

  • Griffiths DV, Fenton GA (2004) Probabilistic slope stability analysis by finite elements. J Geotech Geoenviron Eng 130(5):507–518

    Article  Google Scholar 

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

    Article  Google Scholar 

  • Gupta V, Sah MP, Virdi NS, Bartarya SK (1993) Landslide hazard zonation in the Upper Satlej valley, District Kinnaur, Himachal Pradesh. J Himal Geol 4:81–93

    Google Scholar 

  • Guzzetti F, Carrara A, Cardinalli M, Reichenbach P (1999) Landslide hazard evaluation: a review of current techniques and their application in a multi-scale study, Central Italy. Geomorphology 31:181–216

    Article  Google Scholar 

  • Hammah RE, Yacoub T (2009) Variation of failure mechanisms of slopes in jointed rock masses with changing scale. In: Diederichs M, Grasselli G (eds) ROCKENG09: proceedings of the 3rd CANUS rock mechanics symposium. Toronto

  • Hoek E (1990) Estimating Mohr-Coulomb friction and cohesion values from the Hoek-Brown failure criterion. Engineering 27:227–229

    Google Scholar 

  • Irigaray C, Fernández T, Chacón J (2003) Preliminary rock-slope-susceptibility assessment using GIS and the SMR classification. Nat Hazards 30:309–324

    Article  Google Scholar 

  • Jing L, Hudson JA (2002) Numerical methods in rock mechanics. Int J Rock Mech Min Sci 39:409–427

    Article  Google Scholar 

  • Kainthola A, Verma D, Singh TN (2013) Probabilistic and sensitivity investigation for the Hill Slopes in Uttarakhand, Lesser Himalaya, India. Am J Numer Anal 1:8–14

    Google Scholar 

  • Kainthola A, Singh PK, Singh TN (2014) Stability investigation of road cut slope in basaltic rockmass, Mahabaleshwar, India. Geosci Front 6(6):837–845

    Article  Google Scholar 

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

    Article  Google Scholar 

  • Kundu J, Sarkar K, Singh A (2016) Integrating structural and numerical solutions for road cut slope stability analysis—a case study, India. Rock dynamics: from research to engineering: proceedings of the 2nd international conference on rock dynamics and applications. CRC Press, pp 457–462

  • Lee S (2005) Application of logistic regression model and its validation for landslide susceptibility mapping using GIS and remote sensing data. Int J Remote Sens 26(7):1477–1491

    Article  Google Scholar 

  • Lee S, Min K (2001) Statistical analysis of landslide susceptibility at Yongin, Korea. Environ Geol 40:1095–1113

    Article  Google Scholar 

  • Lee S, Choi J, Min K (2004) Probabilistic landslide hazard mapping using GIS and remote sensing data at Boun, Korea. Int J Remote Sens 25(11):2037–2052

    Article  Google Scholar 

  • Li AJ, Merifield RS, Lyamin AV (2011) Effect of rock mass disturbance on the stability of rock slopes using the Hoek-Brown failure criterion. Comput Geotech 38:546–558

    Article  Google Scholar 

  • Matsui T, Sam KC (1992) Finite element slope stability analysis by shear strength reduction technique. Soils Found 32(1):59–70

    Article  Google Scholar 

  • Nagarajan R, Mukherjee A, Roy A, Khire MV (1998) Temporal remote sensing data and GIS application in landslide hazard zonation of part of Western Ghat, India. Int J Remote Sens 19(4):573–585

    Article  Google Scholar 

  • Pachauri AK, Pant M (1992) Landslide hazard mapping based on geological attributes. Eng Geol 32:81–100

    Article  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 9:215–230

    Article  Google Scholar 

  • Quan HC, Lee BG (2012) GIS-based landslide susceptibility mapping using analytic hierarchy process and artificial neural network in Jeju (Korea). KSCE J Civ Eng 16(7):1258–1266

    Article  Google Scholar 

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

  • Romana M, Serón JB, Montalar E (2003) SMR Geomechanics classification: application, experience and validation ISRM 2003–Technology roadmap for rock mechanics. South African Institute of Mining and Metallurgy

  • Saha AK, Gupta RP, Arora MK (2002) GIS-based landslide hazard zonation in the Bhagirathi (Ganga) valley, Himalayas. Int J Remote Sens 23(2):357–369

    Article  Google Scholar 

  • Shamekhi E, Tannant DD (2015) Probabilistic assessment of rock slope stability using response surfaces determined from finite element models of geometric realizations. Comput Geotech 69:70–81

    Article  Google Scholar 

  • Sharma DD (2006) Natural disasters: extent response and management in Himachal Himalayas. Project Report (Institute of Integrated Himalayan Studies HPU Shimla), p 121

  • Singh R, Umrao RK, Singh TN (2012) Probabilistic analysis of slope in Amiyan landslide area, Uttarakhand. Geomat Nat Hazards Risk 4(1):13–29

    Article  Google Scholar 

  • Singh PK, Wasnik AB, Ashutosh Kainthola, Sazid M, Singh TN (2013a) The stability of road cut cliff face along SH-121: a case study. Nat Hazards 68:497–507

    Article  Google Scholar 

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

    Article  Google Scholar 

  • Singh PK, Kainthola A, Singh TN (2014a) Influence of rock mass parameters on the stability of High Hill Slopes. In: Indorock 2014, New Delhi, pp 577–587

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

    Article  Google Scholar 

  • Singh PK, Kainthola A, Singh TN (2015a) Rock mass assessment along the right bank of river Sutlej, Luhri, Himachal Pradesh, India. Geomat Nat Hazards Risk 6(3):212–223

    Article  Google Scholar 

  • Singh PK, Kainthola A, Singh TN (2015b) Risk analysis of High Hill Slopes—a case history. J Rock Mech Tunnel Technol 21(2):101–113

    Google Scholar 

  • Singh TN, Singh R, Singh B, Sharma LK, Singh R (2016a) Investigations and stability analyses of Malin village landslide of Pune district, Maharashtra, India. Nat Hazards 81:2019–2030

    Article  Google Scholar 

  • Singh PK, Kainthola A, Panthee S, Singh TN (2016b) Rockfall analysis along transportation corridors in high hill slopes. Environ Earth Sci 75(5):1–11

    Article  Google Scholar 

  • Souley M, Homand F (1996) Stability of jointed rock masses evaluated by UDEC with an extended SaebAmadei constitutive law. Int J Rock Mech Min Sci Geomech Abstracts 33:233–244

    Article  Google Scholar 

  • Tschuchnigg F, Schweiger HF, Sloan SW (2015a) Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part I: numerical studies considering non-associated plasticity. Comput Geotech 70:169–177

    Article  Google Scholar 

  • Tschuchnigg F, Schweiger HF, Sloan SW, Lyamin AV, Raissakis I (2015b) Comparison of finite element limit analysis and strength reduction techniques. Geotechnique 65(4):249–257

    Article  Google Scholar 

  • Umrao RK, Singh R, Ahmad M, Singh TN (2011) Stability analysis of cut slopes using contin- uous slope mass rating and kinematic analysis in Rudraprayag district, Uttarakhand. Geomaterials 1:79–87

    Article  Google Scholar 

  • van Westen CJ, Bonilla JBA (1990) Mountain hazard analysis using a PC-based GIS. In: Price DG (ed) Proceedings 6th international congress International Association of Engineering Geology (IAEG): 6–10 Aug 1990, Amsterdam, pp 265–271

  • Varnes DJ (1984) Landslide hazard zonation: a review of principles and practice. Natural hazard series 3, UNESCO, Paris

    Google Scholar 

  • Verma AK, Singh TN, Sarkar K (2010) Static and dynamic analysis of landslide. Geomat Nat Hazards Risk 1(4):323–338

    Article  Google Scholar 

  • Wyllie DC, Mah CW (2004) Rock slope engineering: civil and mining, 4th edn. Spon Press, Taylor & Francis Group, New York

    Google Scholar 

  • Yalcin A (2008) GIS-based landslide susceptibility mapping using analytical hierarchy process and bivariate statistics in Ardesen (Turkey): comparisons of results and confirmations. Catena 72:1–12

    Article  Google Scholar 

  • Yilmaz I, Marschalko M, Yildirim M, Dereli E, Bednarik M (2011) GIS-based kinematic slope instability and slope mass rating (SMR) maps: application to a railway route in Sivas (Turkey). Bull Eng Geol Environ 71:351–357

    Article  Google Scholar 

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Mahanta, B., Singh, H.O., Singh, P.K. et al. Stability analysis of potential failure zones along NH-305, India. Nat Hazards 83, 1341–1357 (2016). https://doi.org/10.1007/s11069-016-2396-8

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