Table 1.

Index test results of test soil (after Karimzadeh et al., 2022, 2024)

Index propertiesValue
Standard Proctor compaction test 
Maximum dry density: kg/m31860
Optimum water content: %12·6
Particle-size distribution 
Gravel (>4·75 mm)0
Coarse sand (4·75–2 mm)0
Medium sand (0·425–2 mm)50·67
Fine sand (0·063–0·425 mm)18·73
Silt (0·063–0·002 mm)23·49
Clay (<0·002 mm)6·7
D10: mm0·002
D30: mm0·06
D50: mm0·43
Coefficient of uniformity (Cu)309·1
Coefficient of curvature (CC)2·4
Liquid limit: %27
Plastic limit: %24
Plasticity index: %3
Specific gravity2·6
USCSSilty sand (SM)

or Create an Account

Close Modal
Close Modal