slope stability assessment in highway embankments: a comprehensive study on incorporating c&d waste as fill material

The present study aims to assess the utility of construction and demolition (c d) waste, specifically recycled concrete aggregates (rca) and recycled brick aggregates (rba), as fill materials in highway embankments. the assessment of slope stability is crucial in determining the suitability of any material for embankment fill. geostudio software is employed in this study for slope stability assessment of 12 models with ls, rca, rba, and their blends as embankment fill materials. the embankment configuration is designed to represent a six-lane highway (carriageway width = 13 m, adhering to irc: 36 standards), featuring varying slope elevations (3 m, 6 m, and 9 m) and diverse horizontal to vertical slope ratios (h:v = 2:1, 1:1, 1:2, and 1:3). the morgenstern-price method is employed to analyze slope stability and determine factor of safety (fos) values. the study highlights the impact of slope heights, slope ratios, and fill materials (rca, rba, ls, and their blends) on fos values in embankment models. incorporating rca or rba in ls significantly boosts embankment fos, exceeding stability expectations beyond 45˚ slope angles, potentially reducing costs and required area in construction projects. the incorporation of rca/rba into ls increases the fos values to a range of 1.38 to 5.91, indicating very stable slopes for highway embankments. based on the findings, replacing ls with rca or rba in embankment fill can enhance environmental sustainability and economic efficiency. however, these slope stability results apply specifically to c d waste with similar composition, grain size, geotechnical properties, and embankment conditions.