Stability Analysis of a Debris Slope by Micropile Reinforcement Technique: A Case Study from the North-Western Himalayas

Author:

Pandit KoushikORCID,Singh MahendraORCID,Sahoo Jagdish PrasadORCID

Publisher

Springer Nature Singapore

Reference8 articles.

1. Sabatini PJ Tanyu B, Armour T, Groneck P, Keeley J (2005) Micropile design and construction. U.S. Department of Transportation, Federal Highway Administration, Washington, DC, Report No. FHWA-NHI-05-039, 436p

2. Valdiya KS (1980) Geology of Kumaun lesser Himalaya. In: Interim report 291 of Wadia institute of Himalayan geology, Dehradun

3. Choudhury S, Gautam PK, Paul A (2013) Seismicity and reservoir induced crustal motion study around the tehri dam India. Acta Geophys 61:923–934. https://doi.org/10.2478/s11600-013-0125-1

4. Kumar R, Anbalagan R (2015) Landslide susceptibility zonation of tehri reservoir rim region using binary logistic regression model. Curr Sci 108(9):1662–1672

5. Bishop AW (1955) The use of the slip circle in the stability analysis of earth slopes. Geotechnique 5(1):7–17

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