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A Field Study on the Stability of Road Cut Slopes in Nepal

Robson, Ellen; Pradhan, Samprada; Toll, David

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Ellen Robson ellen.robson@durham.ac.uk
Post-Doctoral Research Associate



Abstract

The density of Nepal’s road network has more than tripled in the last three decades. This growth has been rapid, extensive and in places haphazard, occurring on both the local and strategic road networks, and has resulted in the widespread failure of road cut slopes throughout Nepal. To further understand this effect, field assessments were carried out along roads of different governing grade in Nepal, focusing on the stability of cut slopes and effectiveness of stabilisation measures adopted. This paper summarises the key findings of this study. Although there are multiple guidelines from the Government of Nepal with recommendations on the design and construction of road cut slopes and stabilisation measures, the cut slopes were commonly found to be excavated to steeper inclinations than advised in these guidelines. The cut slopes that were steeper than the advised inclination remained stable before the monsoon, but often failed during the monsoon season due to rainwater infiltration that leads to dissipation of soil suction. Field observations also revealed that the roadside drainage was either not implemented or was blocked. The retaining walls were found to be designed to the same geometry, despite differences in cutting heights and slope materials. This resulted in overturning, bulging, and cracking of the walls. Based on the findings of this study, it is clear that to build resilient road infrastructure in Nepal, the road cuttings need to be excavated according to rigorous engineering guidelines, and standards for the practice of quality assurance need to be implemented.

Citation

Robson, E., Pradhan, S., & Toll, D. (2024). A Field Study on the Stability of Road Cut Slopes in Nepal. . https://doi.org/10.53243/Geo-Resilience-2023-1-8

Conference Name Geo-Resilience 2023
Conference Location Cardiff University
Start Date Mar 28, 2023
End Date Mar 29, 2023
Acceptance Date Mar 1, 2023
Online Publication Date Feb 28, 2024
Publication Date Feb 28, 2024
Deposit Date Feb 29, 2024
Publicly Available Date Mar 1, 2024
DOI https://doi.org/10.53243/Geo-Resilience-2023-1-8
Keywords Slope Stability, Road cuttings, Nepal, Retaining Walls, Suction
Public URL https://durham-repository.worktribe.com/output/2290346
Publisher URL https://www.issmge.org/publications/publication/a-field-study-on-the-stability-of-road-cut-slopes-in-nepal

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