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

Author

Listed:
  • Bankim Mahanta

    (Indian Institute of Technology Bombay)

  • H. O. Singh

    (Indian Institute of Technology Bombay)

  • P. K. Singh

    (Indian Institute of Technology Bombay)

  • Ashutosh Kainthola

    (Indian Institute of Technology Bombay)

  • T. N. Singh

    (Indian Institute of Technology Bombay)

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.

Suggested Citation

  • Bankim Mahanta & H. O. Singh & P. K. Singh & Ashutosh Kainthola & T. N. Singh, 2016. "Stability analysis of potential failure zones along NH-305, India," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 83(3), pages 1341-1357, September.
    • Handle: RePEc:spr:nathaz:v:83:y:2016:i:3:d:10.1007_s11069-016-2396-8
    DOI: 10.1007/s11069-016-2396-8
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    References listed on IDEAS

    as
    1. T. N. Singh & Rajbal Singh & Bhoop Singh & L. K. Sharma & Rajesh Singh & M. K. Ansari, 2016. "Investigations and stability analyses of Malin village landslide of Pune district, Maharashtra, India," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 81(3), pages 2019-2030, April.
    2. D. Kanungo & 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," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 69(1), pages 1-24, October.
    3. C. Irigaray & T. Fernández & J. Chacón, 2003. "Preliminary Rock-Slope-Susceptibility Assessment Using GIS and the SMR Classification," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 30(3), pages 309-324, November.
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    Cited by:

    1. T. Siddque & S. P. Pradhan, 2018. "Stability and sensitivity analysis of Himalayan road cut debris slopes: an investigation along NH-58, India," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 93(2), pages 577-600, September.
    2. Ashok Kumar Singh & Jagadish Kundu & Kripamoy Sarkar, 2018. "Stability analysis of a recurring soil slope failure along NH-5, Himachal Himalaya, India," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 90(2), pages 863-885, January.
    3. Arunava Ray & R. E. S. Chaitanya Kumar & Rajesh Rai & Suprakash Gupta, 2020. "Risk chart for identification of potential landslide due to the presence of residual soil," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 103(3), pages 3479-3498, September.
    4. Hailang He & Weiwei Wang & Zhengxing Wang & Shu Li & Jianguo Chen, 2024. "Enhancing Seismic Landslide Susceptibility Analysis for Sustainable Disaster Risk Management through Machine Learning," Sustainability, MDPI, vol. 16(9), pages 1-24, May.

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