Kinematic Stability Evaluation of the Cut Slopes Along Islamabad–Muzaffarabad Dual Carriageway (IMDC), Pakistan

Author:

Ahmed Luqman,Akram Mian Sohail

Publisher

Springer Nature Switzerland

Reference16 articles.

1. Abderahman, N. (2007). Evaluating the influence of rate of undercutting on the stability of slopes. Bulletin of Engineering Geology and the Environment, 66(3), 303.

2. Admassu, Y. (2010). Developing design methodology for cut slopes in Ohio (p. 618).

3. Akram, M. S., Ahmed, L., Farooq, S., Ahad, M. A., Zaidi, S. M. H., Khan, M., & Azhar, M. U. (2018). Geotechnical evaluation of rock cut slopes using basic Rock Mass Rating (RMR basic), Slope Mass Rating (SMR) and Kinematic Analysis along Islamabad Muzaffarabad Dual Carriageway (IMDC), Pakistan. Journal of Biodiversity and Environmental Sciences, 13(1), 297.

4. Alejano, L. R., González, J., & Muralha, J. (2012). Comparison of different techniques of tilt testing and basic friction angle variability assessment. Rock Mechanics and Rock Engineering, 45(6), 1023.

5. ASTM. (2016). Standard test method for slake durability of shales and other similar weak rocks (D4644-16).

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