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