From: Evaluation of cement stabilised residual soil on macro- and micro-scale for road construction
Properties | Symbol | Value |
---|---|---|
Liquid limit % | Ll | 70.3 |
Plastic limit % | Pl | 42 |
Plasticity index % | Pi | 28.3 |
Gravel % | - | 12.79 |
Sand % | - | 17.54 |
Silt % | - | 61.26 |
Clay % | - | 8.41 |
Soil classification | ||
 USCS |  | MH |
 AASHTO |  | A-7-5 |
Optimum moisture content: % | OMC | 28 |
Maximum dry density:\({}^{\textrm{Kg}}\!\left/ \!{}_{{\textrm{m}}^3}\right.\) | MDD | 1390 |
Specific gravity | Gs | 2.74 |
Dry unit weight:\({}^{ KN}\!\!\left/ \!{}_{{m}^3}\right.\) | γ | 13.64 |
Unconfined compressive strength (UCS) kPa | qu | 200.8 |