Geotechnical assessment of road failure and slope monitoring along
The CBR result for soaked and unsoaked samples ranges from 37 to 74 and 48 to 83% respectively The low unsoaked CBR <80% and high Atterberg limits LL > 30% and PI > 12% failed the stipulated Nigerian standard signifying the need for stabilization A geotechnical model of a highway road cut generated a factor of safety of indicating