Skip to main content
Log in

Landslide stability assessment along Panchkula–Morni road, Nahan salient, NW Himalaya, India

  • Published:
Journal of Earth System Science Aims and scope Submit manuscript

Abstract

We report the slope stability analysis of three vulnerable sites (S1, S2 and S3) within the lower Siwalik along the PanchkulaMorni road section in the Nahan salient, north-western Himalaya. Kinematic analysis of joint data was conducted to understand the different modes of failure. Rock mass classification techniques like rock mass rating, slope mass rating (SMR) and continuous SMR were used for stability classification and the factor of safety was calculated using stability charts. At site S1, the instability is controlled by the orientation of the discontinuity joint J1 which is parallel to the bedding and at site S2, the slope fails due to the wedge. The Umri landslide site S3 is the product of a damage zone by the normal faults which intersect at joint J3; a wedge is formed which falls in the critical zone. The damage zone in the Umri landslide greatly affects the porosity and permeability of the rockmass and acts as a pathway for the percolation of water during rainfall which reduces effective stress. The slope failures are tectonically controlled results due to the high slope angles, structural discontinuities like joints and faults and structural damage zones associated with the faults.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12

Similar content being viewed by others

References

  • Agliardi F, Crosta G B and Zanchi A 2001 Structural constraints on deep-seated slope deformation kinematics; Eng. Geol. 59 83–102.

    Article  Google Scholar 

  • Aksoy C O 2008 Review of rock mass rating classification: Historical developments, applications and restrictions; J. Min. Sci. 44(1) 51–63.

    Article  Google Scholar 

  • Ambrosi C and Crosta G B 2006 Large sackung along major tectonic features in the central Italian Alps; Eng. Geol. 83 183–200.

    Article  Google Scholar 

  • Arora S and Malik J N 2017 A new strike slip fault identified in the foothills of northwest Himalayas around Chandigarh; In: National workshop on Indian Siwaliks: Recent advances and future Research, GSI, Lucknow, pp. 148–152.

  • Auden J B 1934 The geology of the Krol belt; Geol. Surv. India Recs. 67 357–454.

    Google Scholar 

  • Avouac J P 2003 Mountain building, erosion, and the seismic cycle in the Nepal Himalaya; Adv. Geophys. 46 1–80.

    Article  Google Scholar 

  • Bali R, Bhattacharya A R and Singh T N 2009 Active tectonics in the outer Himalaya: Dating a landslide event in the Kumaun sector; J. Earth Sci. 6 276–288.

    Google Scholar 

  • Bergbauer S and Pollard D D 2004 A new conceptual fold-fracture model including prefolding joints, based on the emigrant gap anticline, Wyoming; Geol. Soc. Am. Bull. 116 294–307.

    Article  Google Scholar 

  • Bettinelli P, Avouac J P, Flouzat M, Jouanne F, Bollinger L, Willis P and Chitrakar G R 2006 Plate motion of India and interseismic strain in the Nepal Himalaya from GPS and DORIS measurements; J. Geodesy. 80 567–589.

    Article  Google Scholar 

  • Bhambri R, Mehta M, Singh S, Jayangondaperumal R, Gupta A K and Srivastava P 2017 Landslide inventory and damage assessment in the Bhagirathi Valley, Uttarakhand, during June 2013 flood; Him. Geol. 38(2) 193–205.

    Google Scholar 

  • Bieniawski Z T 1973 Engineering classification of jointed rock masses; Civil Eng. South. Afr. 15 335–344.

    Google Scholar 

  • Bieniawski Z T 1974 Geomechanics classification in rock masses and its application in tunnelling; In: Advances in rock mechanics, Proceedings of 3rd congress of ISRM, National Academy of Sciences, Washington DC, Vol. 2(A), pp. 27–32.

  • Bieniawski Z T 1975 Case studies: Prediction of rock mass behaviour by geomechanics classification; In: Proceedings of 2nd Australia–New Zealand conference geomechanics, Brisbane, pp. 36–41.

  • Bieniawski Z T 1976 Rock mass classifications in engineering; In: Proceedings of the symposium on exploration rock engineering, Johannesberg, pp. 97–106.

  • Bieniawski Z T 1993 Classification of rock masses for engineering: The RMR system and future trends; In: Comprehensive rock engineering (ed.) Hudson J A, Pergamon Press, Oxford, New York, Vol. 3, pp. 553–573.

    Google Scholar 

  • Brideau M A and Stead D 2009 The role of tectonic damage and brittle rock fracture in the development of large rock slope failures; Geomorphology 103 30–49.

    Article  Google Scholar 

  • Chauhana S, Sharma M, Arora M K and Gupta N K 2010 Landslide susceptibility zonation through ratings derived from artificial neural network; Int. J. Appl. Earth Obs12 340–350.

    Article  Google Scholar 

  • Deere D U 1963 Technical description of rock cores for engineering purposes; Rock. Mech. Eng. Geol. 1(1) 16–22.

    Google Scholar 

  • Hoek E, Bray J W and Boyd J M 1973 The stability of a rock slope containing a wedge resting on two intersecting discontinuities; Quart. J. Eng. Geol. Hydrogeol. 6 1–55.

    Article  Google Scholar 

  • Hudson J A and Harrison J P 1997 Engineering rock mechanics: An introduction to principles (2nd edn); The Boulevard, Langford Lane Kidlington, Oxford, UK, pp. 156–158.

  • ISRM 1978 Suggested methods for determining the uniaxial compressive strength and deformability of rock materials; Int. J. Rock. Mech. Min. 16 135–140.

    Google Scholar 

  • Jackson J 2002 Landslides and landscape evolution in the Rocky Mountains and adjacent Foothills area, Southwestern Alberta, Canada; Rev. Eng. Geol. 15 325–344.

    Article  Google Scholar 

  • Jade S, Shrungeshwara T S, Kumar K, Choudhury P, Dumka R K and Bhu H 2017 India plate angular velocity and contemporary deformation rates from continuous GPS measurements from 1996 to 2015; Sci. Rep-UK 7(1) 11439.

    Article  Google Scholar 

  • Jayangondaperumal R, Thakur V C, Joevivek V, Rao P S and Gupta A K 2018 Active tectonics of Kumaun and Garhwal Himalaya; Nat. Hazards Springer, Berlin.

    Book  Google Scholar 

  • Kothyari G C, Pant P D, Moulishree J, Khayingshing L and Malik J N 2010 Active faulting and deformation of quaternary landform Sub-Himalaya, India; Geochronometria 37 63–71.

    Article  Google Scholar 

  • Kothyari G C, Pant P D and Luirei K 2012 Landslides and neotectonic activities in the main boundary thrust (MBT) zone: Southeastern Kumaun, Uttarakhand; J. Geol. Soc. India 40 101–110.

    Article  Google Scholar 

  • Krishnan M S 2009 Geology of India and Burma (6th edn); The Madras Law Journal office, Madras, India.

  • Kumar R and Tandon S K 1985 Sedimentology of plio-pleistocene late orogenic deposits associated with intraplate subduction – The Upper Siwalik subgroup of a part of Panjab sub-Himalaya, India; Sediment. Geol. 42 105–158.

    Article  Google Scholar 

  • Kumar S, Wesnousky S, Rockwell G T K, Briggs R W, Thakur V C and Jayangondaperumal R 2006 Paleoseismic evidence of great surface rupture earthquakes along the Indian Himalaya; J. Geophys. Res. 111 1–19.

    Google Scholar 

  • Kumar M, Rana S, Pant P D and Patel R C 2017a Slope stability analysis of Balia Nala landslide, Kumaun Lesser Himalaya, Nainital, Uttarakhand, India; J. Rock Mech. Geotech. Eng. 9 150–158.

    Article  Google Scholar 

  • Kumar A, Asthana A K L, Singh R, Priyanka, Jayangondaperumal R, Gupta A K and Bhakuni S S 2017b Assessment of landslide hazards induced by extreme rainfall event in Jammu and Kashmir Himalaya, Northwest India; Geomorphology 284 72–87.

    Article  Google Scholar 

  • Larson K M, Bürgmann R, Bilham R and Freymueller J T 1999 Kinematics of the India–Eurasia collision zone from GPS measurements; J. Geophys. Res. 104, https://doi.org/10.1029/1998JB900043.

    Article  Google Scholar 

  • Lave J and Avouac J P 2000 Active folding of fluvial terraces across the Siwalik Hills, Himalayas of central Nepal; J. Geophys. Res. 105 5735–5770.

    Article  Google Scholar 

  • Lee S and Nguyen T D 2005 Probabilistic landslide susceptibility mapping in the Lai Chau province of Vietnam: Focus on the relationship between tectonic fractures and landslides; Environ. Geol. 48 778–787.

    Article  Google Scholar 

  • Malik J N and Mathew G 2005 Evidence of paleoearthquakes from trench investigations across Pinjore Garden fault in Pinjore Dun, NW Himalaya; J. Earth Syst. Sci. 114 387–400.

    Article  Google Scholar 

  • Malik J N and Nakata T 2003 Active faults and related late Quaternary deformation along the Northwestern Himalayan Frontal Zone, India; Ann. Phys. 46 917–935.

    Google Scholar 

  • Malik J N, Nakata T, Philip G and Virdi N S 2003 Preliminary observations from trench near Chandigarh, NW Himalaya and their bearing on active faulting; Curr. Sci. 85 1793–1799.

    Google Scholar 

  • Mathew J, Jha V K and Rabat G S 2005 Application of binary logistic regression analysis and its validation for landslide hazard mapping in part of Narwhal Himalaya, India; Int. J. Remote Sens. 28 2257–2275.

    Article  Google Scholar 

  • Medlicott H B 1864 On the geological structure and relations of the southern portion of the Himalayan ranges between rivers Ganges and the Ravi; Mem. Geol. Surv. India 3(2) 122.

    Google Scholar 

  • Meunier P, Hovius N and Haines J A 2007 Regional patterns of earthquake-triggered landslides and their relation to ground motion; Geophys. Res. Lett34 L20408.

    Article  Google Scholar 

  • Milne D, Hadjigeorgiou J and Pakalnis R 1998 Rock mass characterization for underground hard rock mines; Tunn. Undergr. Sp. Tech. 13(4) 383–391.

    Article  Google Scholar 

  • Nakata T 1989 Active faults of Himalaya, India and Nepal; Geol. Soc. Am. Spec. Paper 232 243–264.

    Google Scholar 

  • Newmark N M 1965 Effects of earthquakes on dams and embankments; Geotechnique 15(2) 139–160.

    Article  Google Scholar 

  • Palmstrom 1982 The volumetric joint count – A useful and simple measure of the degree of jointing; In: Proceedings IV international congress IAEG, New Delhi, pp. 221–228.

  • Pandit K, Sarkar S, Samanta M and Sharma M 2016 Stability analysis and design of slope reinforcement techniques for a Himalayan landslide; RARE 97–104, https://doi.org/10.2991/rare-16.2016.16.

  • Paul S K, Bartarya S K, Rautela P and Mahajan A K 2000 Catastrophic mass movement of 1998 monsoons at Malpa in Kali Valley, Kumaun Himalaya, India; Geomorphology 35 169–180.

    Article  Google Scholar 

  • Philip G, Suresh N and Bhakuni S S 2014 Active tectonics in the northwestern outer Himalaya: Evidence of large-magnitude palaeoearthquakes in Pinjaur Dun and the Frontal Himalaya; Curr. Sci. 106 2–25.

    Google Scholar 

  • Pilgrim G E and West WD 1928 Structure and correlation of Simla Rocks; Mem. Geol. Surv. India 53 140.

    Google Scholar 

  • Pradhan S P, Vishal V and Singh T N 2011 Stability of slope in an open cast mine in Jharia coalfield, India – a slope mass rating approach; Min. Eng. J. 12(10) 36–40.

    Google Scholar 

  • Ray P K C, Parvaiz I, Jayangondaperumal R, Thakur V C, Dadhwal V K and Bhat F A 2009 Analysis of seismicity-induced landslides due to the 8 October 2005 earthquake in Kashmir Himalaya; Curr. Sci. 97(12) 1742–1751.

    Google Scholar 

  • Romana M 1985 New adjustment ratings for application of Bieniawski classification to slopes; In: ISRM, Zacatecas, pp. 49–53.

  • Romana M 1991 SMR classification; In: Proceedings of the 7th congress on rock mechanics 2, ISRM, Aachen, Germany, Balkema, Rotterdam, pp. 955–960.

  • Romana M 1993 A geomechanics classification for slopes: Slope mass rating; In: Comprehensive rock engineering (ed.) Hudson J, Pergamon Publ., Vol. 3, pp. 575–600.

    Google Scholar 

  • Romana M 1995 The geomechanics classification SMR for slope correction; In: Proceedings of the 8th international ISRM congress, pp. 1085–1092.

  • Sah N, Kumar M, Upadhyay R and Dutt S 2018 Hill slope instability of Nainital City, Kumaun Lesser Himalaya, Uttarakhand, India; J. Rock Mech. Geotech. Eng. 10 280–289.

    Article  Google Scholar 

  • Sarkar K, Singh A K, Niyogi A, Behera K, Verma A K and Singh T N 2016 The assessment of slope stability along NH-22 in Rampur–Jhakri area, Himachal Pradesh; J. Geol. Soc. India 88 387–393.

    Article  Google Scholar 

  • Shipton Z K and Cowie P A 2001 Damage zone and slip surface evolution over micro-meter to Km scales in high-porosity Navajo Sandstone, Utah; J. Struct. Geol. 23 1825–1844.

    Article  Google Scholar 

  • Shipton Z K and Cowie P A 2003 A conceptual model for the origin of the fault damage zone structures in high-porosity sandstone; J. Struct. Geol. 25 333–344.

    Article  Google Scholar 

  • Siddique T, Pradhan S P, Vishal V, Monda E and Singh T N 2017 Stability assessment of Himalayan road cut slopes along national highway 58, India; Env. Earth Sci. 76(759) 1–18.

    Google Scholar 

  • Singh P K, Singh K K and Singh T N 2017 Slope failure in stratified rocks: A case from NW Himalaya, India; Landslides 14 1319–1331.

    Article  Google Scholar 

  • Sinvhal H, Agrawal P N, King G C P and Gaur V K 1973 Interpretation of measured movement at a Himalayan (Nahan) thrust; Geophys. J. Roy. Astron. Soc. 34 203–210.

    Article  Google Scholar 

  • Stead D and Wolter A 2015 A critical review of rock slope failure mechanisms: The importance of structural geology; J. Struct. Geol. 74 1–23.

    Article  Google Scholar 

  • Thakur V C, Jayangondaperumal R and Malik M A 2010 Redefining Medlicott–Wadia’s main boundary fault from Jhelum to Yamuna: An active fault strand of the main boundary thrust in northwest Himalaya; Tectonophys. 489 29–42.

    Article  Google Scholar 

  • Tomas R and Seron J B 2007 Modification of slope mass rating (SMR) by continuous functions; Int. J. Rock Mech. Min. Sci. 7 1062–1069.

    Article  Google Scholar 

  • Umrao R K, Singh R, Ahmad M and Singh T N 2011 Stability analysis of cut slopes using continuous slope mass rating and kinematic analysis in Rudraprayag district, Uttarakhand; Geomaterials 1 79–87.

    Article  Google Scholar 

Download references

Acknowledgements

The authors express their sincere acknowledgements to the Chairperson, Centre of Advanced Study in Geology, Panjab University, Chandigarh for providing the necessary laboratory and other departmental facilities. They also like to thank Mr Neeraj Kumar, Mr Gurvinder Singh, Mr Shivam Chawla who helped with obtaining field data, and Dr Girish Chander Kothyari, Institute of Seismological Research, Gandhinagar for the valuable suggestions for improving the manuscript.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Mahesh Thakur.

Additional information

Corresponding Editor: N V Chalapathi Rao

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Singh, J., Thakur, M. Landslide stability assessment along Panchkula–Morni road, Nahan salient, NW Himalaya, India. J Earth Syst Sci 128, 148 (2019). https://doi.org/10.1007/s12040-019-1181-y

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s12040-019-1181-y

Keywords

Navigation