Advancing Road Cut Slope Stability in Nepal
DOI:
https://doi.org/10.64862/Keywords:
Roads, Slope stability, Landslides, DesignAbstract
Road cut slope failures (a type of landslide) are extensive across Nepal’s road network. This study implements a multidisciplinary approach (including participatory approach methods, geotechnical, geomorphological, geological fieldwork, and geotechnical numerical analyses) to assess the stability of road cut slopes across Nepal, to improve their stability through advanced design guidance for local roads. Here, we present an overview of this multidisciplinary approach.
References
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Huffman, G., Bolvin, D., Braithwaite, D., Hsu, K., Joyce, R., and Xie, P. (2014). Integrated multi-satellite retrievals for GPM (IMERG), Version 4.4 [Data set]. Precipitation Processing Center. https://doi.org/10.1007/978-3-030-24568-9_19
Robson, E. B., Dahal, B. K., and Toll, D. G. (2025). A participatory approach to determine the use of road cut slope design guidelines in Nepal to lessen landslides. Natural Hazards and Earth System Sciences, 25 (3), 949–973. https://doi.org/10.5194/nhess-25-949-2025
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The data can be made available upon request.
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