Skip to main content
Log in

Ascertaining Potential Causes of Hillslope Failure Associated to Human Settlement: A Case Study from Alaknanda Valley, Uttarakhand, NW Himalaya, India

  • Original Article
  • Published:
Journal of the Geological Society of India

Abstract

Growing human population along the river valleys in hilly terrain particularly on the fluvial sediments poses increasing risk of terrace instability and subsequent failure. Such instability and failure result in frequent loss of settlement, agricultural lands, and often lives. Alaknanda River valley in Uttarakhand comprises many fluvial terrace slopes that accommodate human settlement and hence one such fluvial terrace slope was taken as a case study area. On Feb. 28, 2022, Saari (or Sari) village, situated on the fluvial sequence, witnessed a slope failure collapsing 3 houses but no casualties. The hillslope with a total disturbed area of ∼3889±5.0 m2 and failed material volume of ∼16858±4.3 m3 partially dammed a tributary of Alaknanda River, which passes through the toe of the failed slope. The present study is an attempt to understand the instability that led to such failure because there was no extreme rainfall or earthquake prior to this failure. Pre- and post-failure topography of slope was used to demarcate the detachment and deposition zones. Pre-failure topography was used to perform the Finite Element Method (FEM) based slope stability simulation. In order to evaluate the possible contribution of exposed rockmass in failure, kinematic analysis was also performed. Results revealed the development of displacement pattern, particularly due to anthropogenic loads that must have initiated this failure. Such studies are primary requisites for an effective disaster mitigation in the NW Himalaya where growing human population on fragile hillslopes are at risk.

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.

Similar content being viewed by others

References

  • Barton, N. and Bandis, S. (1982) Effects of block size on the shear behavior of jointed rock. In: Proc. 23rd US symposium on rock mechanics. American Rock Mechanics Association, pp.739–760.

  • Barton, N. and Choubey, V. (1977) The shear strength of rock joints in theory and practice. Rock Mech., v.10(1–2), pp.1–54.

    Article  Google Scholar 

  • Barton, N.R. (1972) A model study of rock-joint deformation. International journal of rock mechanics and mining sciences. Geomech. Abstr., v.9(5), pp.579–602.

    Article  Google Scholar 

  • Barton, N.R. and Bandis, S.C. (1990) Review of predictive capabilities pf JRC-JCS model in engineering practice. In: Barton, N. and Stephansson, O. (Ed.), Rock Joints, Rotterdam, pp.603–610.

  • Bowles, J.E. (1996) Foundation Analysis and Design, 5thed., McGraw-Hill, New York, 750p.

    Google Scholar 

  • Brideau, M.A., Yan, M., and Stead, D. (2009) The role of tectonic damage and brittle rock fracture in the development of large rock slope failures. Geomorphology, v.103(1), pp.30–49.

    Article  Google Scholar 

  • Cai, M., Kaiser, P.K., Tasaka, Y. and Minami, M. (2007) Determination of residual strength parameters of jointed rock masses using the GSI system. Internat. Jour. Rock Mech. Min. Sci., v.44(2), pp.247–265.

    Article  Google Scholar 

  • Coulomb, C.A. (1776) An attempt to apply the rules of maxima and minima to several problems of stability related to architecture. Mémoires de l’Académie Royale des Sciences, v.7, pp.343–382.

    Google Scholar 

  • Deere, D.U. and Miller, R.P. (1966) Engineering classification and index properties for intact rock. Illinois University at Urbana, USA

    Book  Google Scholar 

  • Federico, A., Popescu, M., Elia, G., Fidelibus, C., Internò, G. and Murianni, A. (2012) Prediction of time to slope failure: a general framework. Environ. Earth Sci., v.66(1), pp.245–256.

    Article  Google Scholar 

  • Gupta, V., Bhasin, R.K., Kaynia, A.M., Kumar, V., Saini, A.S., Tandon, R.S. and 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, Natural Hazards and Risk, v.7(5), pp.1677–1690.

    Article  Google Scholar 

  • Gupta, V., Jamir, I., Kumar, V., Devi, M. (2017). Geomechanical characterization of slopes for assessing rockfall hazards in the upper Yamuna valley, Northwest Higher Himalaya, India. Himalayan Geol., v.38(2), pp.156–170.

    Google Scholar 

  • Hoek, E. and Brown, E.T. (1997) Practical estimates of rock mass strength. Internat. Jour. Rock Mech. Min. Sci., v.34(8), pp.1165–1186

    Article  Google Scholar 

  • Hoek, E. and Diederichs, M.S. (2006) Empirical estimation of rock mass modulus. Internat. Jour. Rock Mech. Min. Sci., v.43(2), pp.203–215.

    Article  Google Scholar 

  • Hoek, E., Kaiser, P.K. and Bawden, W.F. (1995) Support of Underground Excavations in Hard Rock. Rotterdam: A. A. Alkema.

    Google Scholar 

  • Intrieri, E., Carlà, T. and Gigli, G. (2019) Forecasting the time of failure of land-slides at slope-scale: A literature review. Earth-Sci. Rev., v.193, pp.333–349.

    Article  Google Scholar 

  • IS: 2470 (Part 1)-1985. “Code of practice for installation of septic tanks”. In: Bureau of Indian Standards, New Delhi, India.

    Google Scholar 

  • IS: 2720 (Part 10)-1991. “Method of test for soils: Determination of unconfined compressive strength”. In: Bureau of Indian Standards, Delhi, India.

    Google Scholar 

  • IS: 2720 (Part 13)-1986. “Method of test for soils: Direct shear test”. In: Bureau of Indian Standards, New Delhi, India.

    Google Scholar 

  • IS: 2720 (Part 4)-1985. “Methods of test for soils: Grain size analysis”. In: Bureau of Indian Standards, New Delhi, India.

    Google Scholar 

  • IS: 875 (Part 2)-1987. “Code of practice for design loads (other than earthquake) for buildings and structures”. In: Bureau of Indian Standards, New Delhi, India.

    Google Scholar 

  • Jamir, I., Gupta, V., Kumar, V. and Thong, G.T. (2017) Evaluation of potential surface instability using finite element method in Kharsali Village, Yamuna Valley, Northwest Himalaya. Jour. Mountain Sci., v. 14(8), pp.1666–1676.

    Article  Google Scholar 

  • Jang, H.S., Kang, S.S. and Jang, B.A. (2014) Determination of joint roughness coefficients using roughness parameters. Rock Mech Rock Engg., v.47(6): pp.2061–2073.

    Article  Google Scholar 

  • Kaya, A. (2017) Geotechnical assessment of a slope stability problem in the Citlakkale residential area (Giresun, NE Turkey). Bull. Engg. Geol. Environ., v.76(3), pp.875–889.

    Article  Google Scholar 

  • Kumar, D. and Bhattacharjya, R.K. (2020) Study of integrated social vulnerability index SoVI int of Hilly Region of Uttarakhand, India. Rigas Tehniskas Universitates Zinatniskie Raksti, v.24(1), pp.105–122.

    Google Scholar 

  • Kumar, V., Gupta, V. and Jamir, I. (2018) Hazard evaluation of progressive Pawari landslide zone, Satluj valley, Himachal Pradesh, India. Natural Hazards, v.93(2), pp.1029–1047.

    Article  Google Scholar 

  • Kumar, V., Jamir, I., Gupta, V. and Bhasin, R.K. (2021) Inferring potential landslide damming using slope stability, geomorphic constraints, and runout analysis: a case study from the NW Himalaya. Earth Surface Dynamics, v.9(2), pp.351–377.

    Article  Google Scholar 

  • Kuttér, H. K. (1972) Mechanisms of slope failure other than pure sliding. In: Rock Mechanics. Springer, Vienna, pp. 213–220.

    Google Scholar 

  • Luirei, K., Bhakuni, S.S., Longkumer, L., Kumar, V. and Jamir, I. (2021) Geomorphic assessment of the factors contributing to the evolution of landforms in Ukhaldhunga area, Kosi River valley, Kumaun Himalaya, Uttarakhand. Geosci. Jour., v.25(4), pp.465–478.

    Article  Google Scholar 

  • Martha, T.R., Roy, P., Govindharaj, K.B., Kumar, K.V., Diwakar, P.G. and Dadhwal, V.K. (2015) Landslides triggered by the June 2013 extreme rainfall event in parts of Uttarakhand state, India. Landslides, v.12(1), pp.135–146.

    Article  Google Scholar 

  • Mirdda, H.A., Bera, S. and Chatterjee, R. (2022) Vulnerability assessment of mountainous households to landslides: A multidimensional study in the rural Himalayas. Internat. Jour. Disaster Risk Reduction, v.71, 102809.

    Article  Google Scholar 

  • Mohr, O. (1914) Abhandlungen aus dem Gebiete der Technischen Mechanik (2nd ed). Ernst, Berlin.

    Google Scholar 

  • Panigrahi, R.K. and Dhiman, G. (2022) Risk Assessment and Early Warning System for Landslides in Himalayan Terrain. In: Stability of Slopes and Underground Excavations, Springer, Singapore, pp. 23–32.

    Google Scholar 

  • Prasad, P.S. and Kumar, K. (2022) Highways Upgradation in the Hilly Areas and Its Impact-An Example of Uttarakhand. In: Resilient Infrastructure Springer, Singapore, pp.461–475.

    Google Scholar 

  • Rana, N., Sharma, S., Sundriyal, Y., Kaushik, S., Pradhan, S., Tiwari, G., … and Juyal, N. (2021) A preliminary assessment of the 7th February 2021 flashflood in lower Dhauli Ganga valley, Central Himalaya, India. Jour. Earth Syst. Sci., v.130(2), pp.1–10.

    Google Scholar 

  • Ray, Y. and Srivastava, P. (2010) Widespread aggradation in the mountainous catchment of the Alaknanda-Ganga River System: timescales and implications to Hinterland-foreland relationships. Quaternary Sci. Rev., v.29(17–18), pp.2238–2260.

    Article  Google Scholar 

  • Sati, V.P. (2015) Landscape vulnerability and rehabilitation issues: a study of hydropower projects in Garhwal region, Himalaya. Natural Hazards, v.75(3), pp.2265–2278.

    Article  Google Scholar 

  • Savage, W. and Baum, R. (2005) Instability of steep slopes. In: Debris-flow hazards and related phenomena, Springer, Berlin, Heidelberg, pp.53–79.

    Google Scholar 

  • Shu, S., Li, Y., Sun, Z., & Shi, J. (2022) Effect of gas pressure on municipal solid waste landfill slope stability. Waste Management & Research, v.40(3), pp.323–330.

    Article  Google Scholar 

  • Srivastava, P., Kumar, A., Chaudhary, S., Meena, N., Sundriyal, Y. P., Rawat, S., … & Ziegler, A. D. (2017) Paleofloods records in Himalaya. Geomorphology, v.284, pp.17–30.

    Article  Google Scholar 

  • Srivastava, R.N. and Ahmad, A. (1979) Geology and structure of Alaknanda valley, Garhwal Himalaya. Himalayan Geol., v.9(1), pp.225–254.

    Google Scholar 

  • Sundriyal, Y. P., Shukla, A. D., Rana, N., Jayangondaperumal, R., Srivastava, P., Chamyal, L. S., … & 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, v.38(3), pp.179–188.

    Article  Google Scholar 

  • Taloor, A. K., Joshi, L. M., Kotlia, B. S., Alam, A., Kothyari, G. C., Kandregula, R. S., … & Dumka, R. K. (2021) Tectonic imprints of landscape evolution in the Bhilangana and Mandakini basin, Garhwal Himalaya, India: a geospatial approach. Quaternary Internat., v.575, pp.21–36.

    Article  Google Scholar 

  • Yilmaz, M., Ertin, A., Er, S. and Tugrul, A. (2018) Numerical modelling of steep slopes in open rock quarries. Jour. Geol. Soc. India, v.91(2), pp.232–238.

    Article  Google Scholar 

Download references

Acknowledgement

Authors are thankful for the financial support by the Department of Science and Technology, Government of India, New Delhi [Ref. No. DST/CCP/MRDP/187/2019(G)]. We are thankful to Editor and reviewers for their constructive suggestions that helped to improve the MS.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Vipin Kumar.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Kumar, V., Sundriyal, Y., Chauhan, N. et al. Ascertaining Potential Causes of Hillslope Failure Associated to Human Settlement: A Case Study from Alaknanda Valley, Uttarakhand, NW Himalaya, India. J Geol Soc India 99, 1141–1148 (2023). https://doi.org/10.1007/s12594-023-2443-5

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12594-023-2443-5

Navigation