Deduced values of coefficients c and d in Equation 5 for RE testing of remoulded fine-grained soils
| Coefficient | v: mm/min | Reference | Comment | |
|---|---|---|---|---|
| c | d | |||
| 1·6 | 4·3 | Not reported | Whyte (1982) | One low-plasticity soil investigated (w L(cup) = 32·5%, w P = 16·5%) |
| 0·5 | 5·8 | Not reported | Medhat and Whyte (1986) | Flixton Clay material |
| 2·87 (σ = 0·94) | 3·93 (σ = 1·16) | 3 | Kayabali (2011a) | Sixty different fine-grained soils and assuming su(PL) = 160 kPa |
| 0·098 | 4·508 | 2 | Verástegui-Flores and Di Emidio (2014) | Kaolin clay at its BS w L(FC) value |
| −0·098 | 5·118 | 4 | ||
| −0·441 | 5·781 | 6 | ||
| 0·147 | 5·781 | 8 | ||
| Coefficient | Reference | Comment | ||
|---|---|---|---|---|
| 1·6 | 4·3 | Not reported | One low-plasticity soil investigated ( | |
| 0·5 | 5·8 | Not reported | Flixton Clay material | |
| 3 | Sixty different fine-grained soils and assuming su(PL) = 160 kPa | |||
| 2 | Kaolin clay at its BS | |||
| 4 | ||||
| 6 | ||||
| 8 | ||||
Data entries in italics were computed as part of the present investigation from data reported in these studies
w L(cup) and w L(FC), water contents at Casagrande-cup and FC LLs, respectively
Sharing content requires targeting cookies to be enabled. Please update your cookie preferences to use this feature.