Skip to main content
Top

2021 | OriginalPaper | Chapter

Engineering Geological Investigation and Slope Stability Analysis for Landslide Hazard Assessment in Indian Himalayas

Authors : Shantanu Sarkar, Koushik Pandit

Published in: Understanding and Reducing Landslide Disaster Risk

Publisher: Springer International Publishing

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

The Indian Himalaya is very prone to landslides due to its complex geology and tectonic set-up along with high intensity rainfall and aggravated slope conditions as a result of anthropogenic activities. Landslide hazard assessment is very essential before any hill development construction activity begins. Engineering geological investigation forms the primary basis for any slope stability assessment leading to plan for any construction so that landslide occurrences are minimized. Engineering geological data for rock slope stability assessment can be very easily collected from the field. These data can be used for rock mass characterization and classification such as Geological Strength Index (GSI), Rock Mass Rating (RMR) and Slope Mass Rating (SMR). The paper describes these rock mass classification techniques and presents some field examples. The paper also presents application of these techniques to derive some relevant geotechnical parameters for numerical analysis to determine the stability of slopes in terms of factor of safety.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Literature
go back to reference Bieniawski ZT (1973) Engineering classification of jointed rock masses. Trans S Afr Inst Civ Eng 15:335–344 Bieniawski ZT (1973) Engineering classification of jointed rock masses. Trans S Afr Inst Civ Eng 15:335–344
go back to reference Bieniawski ZT (1978) Determining rock mass deformability: experience from case histories. Int J Rock Mech Min Sci Geomech Abstr 15(5):237–247CrossRef Bieniawski ZT (1978) Determining rock mass deformability: experience from case histories. Int J Rock Mech Min Sci Geomech Abstr 15(5):237–247CrossRef
go back to reference Bieniawski ZT (1979) The geomechanical classification in rock engineering applications. In: Proceedings of the 4th international congress rock mechanics, vol 2, Montreux, Balkema, Rotterdam, pp 41–48 Bieniawski ZT (1979) The geomechanical classification in rock engineering applications. In: Proceedings of the 4th international congress rock mechanics, vol 2, Montreux, Balkema, Rotterdam, pp 41–48
go back to reference Bieniawski ZT (1989) Engineering rock mass classifications. Wiley-Interscience, New York, p 251. (ISBN 0-471-60172-1) Bieniawski ZT (1989) Engineering rock mass classifications. Wiley-Interscience, New York, p 251. (ISBN 0-471-60172-1)
go back to reference Cai M, Kaiser PK, Uno H, Tasaka Y, Minami M (2004) Estimation of rock mass deformation modulus and strength of jointed hard rock masses using the GSI System. Int J Rock Mech Min Sci 41(1):3–19CrossRef Cai M, Kaiser PK, Uno H, Tasaka Y, Minami M (2004) Estimation of rock mass deformation modulus and strength of jointed hard rock masses using the GSI System. Int J Rock Mech Min Sci 41(1):3–19CrossRef
go back to reference Hoek E, Brown ET (1997) Practical estimation of rock mass strength. Int J Rock Mech Min Sci 34(8):1165–1186CrossRef Hoek E, Brown ET (1997) Practical estimation of rock mass strength. Int J Rock Mech Min Sci 34(8):1165–1186CrossRef
go back to reference 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. Bull Eng Geol Env 57(2):151–160 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. Bull Eng Geol Env 57(2):151–160
go back to reference Hoek E, Carranza-Torres C, Corkum B (2002) Hoek-Brown failure criterion e 2002 edition. In: Proceedings of the 5th North American Rock Mechanics Symposium & the17th Tunneling Association of Canada Conference (NARMS-TAC 2002). Mining Innovation and Tech., Toronto, Canada, pp 267–273 Hoek E, Carranza-Torres C, Corkum B (2002) Hoek-Brown failure criterion e 2002 edition. In: Proceedings of the 5th North American Rock Mechanics Symposium & the17th Tunneling Association of Canada Conference (NARMS-TAC 2002). Mining Innovation and Tech., Toronto, Canada, pp 267–273
go back to reference Hoek E, Diederichs MS (2006) Empirical estimation of rock mass modulus. Int J Rock Mech Min Sci 43(2):203–215CrossRef Hoek E, Diederichs MS (2006) Empirical estimation of rock mass modulus. Int J Rock Mech Min Sci 43(2):203–215CrossRef
go back to reference Kalamaras GS, Bieniawski ZT (1993) A rock mass strength concept for coal seams. In: Proceedings of the 12th conference on ground control in mining, Morgantown, pp 274–83 Kalamaras GS, Bieniawski ZT (1993) A rock mass strength concept for coal seams. In: Proceedings of the 12th conference on ground control in mining, Morgantown, pp 274–83
go back to reference Marinos P, Hoek E (2000) A geologically friendly tool for rock mass strength estimation. In: Proceedings of international conference on geotechnical and geological engineering (GeoEng2000), pp 1422–1440 Marinos P, Hoek E (2000) A geologically friendly tool for rock mass strength estimation. In: Proceedings of international conference on geotechnical and geological engineering (GeoEng2000), pp 1422–1440
go back to reference Neeraj, Pandit K, Sarkar S (2018) Stability assessment of cut slopes along Shivpuri – Kaudiyala road (NH-58), Uttarakhand Himalayas. Indian Geotechnical Conference, IISC, Bangalore, December 2018. Neeraj, Pandit K, Sarkar S (2018) Stability assessment of cut slopes along Shivpuri – Kaudiyala road (NH-58), Uttarakhand Himalayas. Indian Geotechnical Conference, IISC, Bangalore, December 2018.
go back to reference Palmstrom A (2005) Measurements of and correlations between block size and rock quality designation (RQD). Tunnels Underground Space Technol 20:362–377CrossRef Palmstrom A (2005) Measurements of and correlations between block size and rock quality designation (RQD). Tunnels Underground Space Technol 20:362–377CrossRef
go back to reference Ramamurthy T (1996) Stability of rock mass. Indian Geotech J 16:1–73 Ramamurthy T (1996) Stability of rock mass. Indian Geotech J 16:1–73
go back to reference Ramamurthy T (2004) A geo-engineering classification for rocks and rock masses. Int J RockMech Min Sci 41:89–101 Ramamurthy T (2004) A geo-engineering classification for rocks and rock masses. Int J RockMech Min Sci 41:89–101
go back to reference Romana M (1985) New adjustment ratings for application of Bieniawski classification to slopes. In: Proceedings of international symposium on “the role of rock mechanics”, Zacatecas, pp 49–53 Romana M (1985) New adjustment ratings for application of Bieniawski classification to slopes. In: Proceedings of international symposium on “the role of rock mechanics”, Zacatecas, pp 49–53
go back to reference Sarkar S, Kanungo DP, Patra AK, Kumar P (2008) GIS based spatial data analysis for landslide susceptibility mapping. J Mountain Sci 85(5):52–62CrossRef Sarkar S, Kanungo DP, Patra AK, Kumar P (2008) GIS based spatial data analysis for landslide susceptibility mapping. J Mountain Sci 85(5):52–62CrossRef
go back to reference Sarkar S, Pandit K, Sharma M, Pippal A (2018) Risk assessment and stability analysis of a recent landslide at Vishnuprayag on the Rishikesh-Badrinath highway, Uttarakhand, India. Curr Sci 114(7):1527–1533CrossRef Sarkar S, Pandit K, Sharma M, Pippal A (2018) Risk assessment and stability analysis of a recent landslide at Vishnuprayag on the Rishikesh-Badrinath highway, Uttarakhand, India. Curr Sci 114(7):1527–1533CrossRef
go back to reference Sarkar S, Kanungo DP, Kumar S (2012) Rock mass classification and slope stability assessment of road cut slopes in Garhwal Himalaya. Geotech Geol Eng 30(4):827–840CrossRef Sarkar S, Kanungo DP, Kumar S (2012) Rock mass classification and slope stability assessment of road cut slopes in Garhwal Himalaya. Geotech Geol Eng 30(4):827–840CrossRef
go back to reference Serafim JL, Pereira JP. (1983) Consideration of the geomechanical classification of Bieniawski. In: Proceedings of international symposium on engineering geology and underground construction, vol 1. A.A. Balkema, Rotterdam. II: 3–44 Serafim JL, Pereira JP. (1983) Consideration of the geomechanical classification of Bieniawski. In: Proceedings of international symposium on engineering geology and underground construction, vol 1. A.A. Balkema, Rotterdam. II: 3–44
go back to reference Sonmez H, Ulusay R (2002) A discussion on the Hoek-Brown failure criterion and suggested modification to the criterion verified by slope stability case studies. Yerbilimleri (Earth Sciences) 26:77–79 Sonmez H, Ulusay R (2002) A discussion on the Hoek-Brown failure criterion and suggested modification to the criterion verified by slope stability case studies. Yerbilimleri (Earth Sciences) 26:77–79
go back to reference Yudhbir WL, Prinzl F (1983) An empirical failure criterion for rock masses. In: Proceedings of the 5th international congress on rock mechanics, vol 1, Melbourne, B1–8 Yudhbir WL, Prinzl F (1983) An empirical failure criterion for rock masses. In: Proceedings of the 5th international congress on rock mechanics, vol 1, Melbourne, B1–8
Metadata
Title
Engineering Geological Investigation and Slope Stability Analysis for Landslide Hazard Assessment in Indian Himalayas
Authors
Shantanu Sarkar
Koushik Pandit
Copyright Year
2021
DOI
https://doi.org/10.1007/978-3-030-60706-7_46