The plasticity index (PI) is a critical factor in designing soil-related structures, often determined by commercial laboratories, which aim to provide cost-effective services. The liquid limit (LL), a key variable in PI calculation, is traditionally determined by two global standard methods the Casagrande percussion cup (used in South Africa and the USA) and the fall-cone (penetrometer) method (accepted in the UK). Sampson and Netterberg (1984) noted a correlation between the British Casagrande cup and fall-cone LL results, while the South African variant showed an offset of approximately 4 units. The indirect correlation would be corrected by adjust-ing the standard 20mm corresponding penetration. The 54mm diameter ring in the modified fall-cone tests showed a direct correlation with the SANS Casagrande cup when the corresponding penetration was adjusted from 20mm to 16mm.
18th African Regional Conference on Soil Mechanics and Geotechnical Engineering (ARCSMGE2024)
Soil characterization