Preliminary slope stability analysis and discontinuities driven susceptibility zonation along a crucial highway corridor in higher Himalaya, India

Author:

Acharya BarsaORCID,Sarkar KripamoyORCID,Singh Ashok KumarORCID,Chawla SowmiyaORCID

Publisher

Springer Science and Business Media LLC

Subject

Nature and Landscape Conservation,Earth-Surface Processes,Geology,Geography, Planning and Development,Global and Planetary Change

Reference69 articles.

1. Acharya B, Kundu J, Sarkar K, Chawla S (2017) Assessment of a Critical Slope near Nathpa Region, Himachal Pradesh, India. IGC-2017 GeoNEst, Abstract volume, IIT Guwahati, India, p 59. http://www.igs.org.in/portal/igc-proceedings/igc-2017-guwahati proceedings/Theme03/Tho3_402.pdf

2. Acharya B, Mishra A, Sarkar K (2018) Rock Mass Characterization of a Highway Slope along NH-5, Himachal Pradesh, Emerging Trend in Geophysical Research for Make-in-India (ETGRMI), Abstract volume, IIT(ISM), Dhanbad. pp 115–116.

3. Anbalagan R (1992) Landslide hazard evaluation and zonation mapping in mountainous terrain. Engineering Geology 32(4): 269–277. https://doi.org/10.1016/0013-7952(92)90053-2

4. Bar N and Barton N (2017) The Q-Slope Method for Rock Slope Engineering. Rock Mechanics and Rock Engineering 50(12): 3307–3322. https://doi.org/10.1007/s00603-017-1305-0

5. Bhargava ON (1980) The tectonic windows of the Lesser Himalaya. Himalayan Geology 10:135–155.

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