Material | Upper and lower range of soil stiffness times qu | Reference |
Three soil types (silt, silty clay and laterite) treated with cement (7% - 13%) in Malaysia | E50 = (100 - 326) qu | [55] |
Swedish clay treated with cement and lime (200 kg/m3 (18%- 24%)) | E50 = (53 - 92) qu | [56] |
Bangkok soft clay with high water content treated with cement (5% - 35%) and fly ash (5% - 30%) | E50 = (96 - 129) qu | [45] |
Marine sediments in France treated with cement, lime and fly ash (3% - 9%) | E50 = (60 - 170) qu | [57] |
Swedish clayey silt soil treated with cement (1% - 7%) | E50 = (16 - 85) qu | [42] |
Swedish clayey silt soil treated with Petrtit T (2% - 7%) | E50 = (14 - 24) qu | Present study |