Research Article
The Influences of Sand Content and Particle Size on the Desiccation Cracks of Compacted Expansive Soil
Table 1
Basic physical properties and mineral composition of clayey soil samples.
| | Soil properties | Value | Mineral composition | (%) |
| | Undisturbed soil density (g/cm3) | 1.76 | Illite | 32.89 | | Undisturbed soil water content (%) | 18.5 | Kaolinite | 9.23 | | Specific gravity | 2.72 | Chlorite | 7.09 | | Atterberg limits | | Smectite | 6.61 | | Liquid limit (%) | 52 | Quartz | 29.63 | | Plastic limit (%) | 25 | Else | 14.55 | | Plasticity index | 26.5 | | | | Particle size analysis | | | | | Sand (%) | 0 | | | | Silt (%) | 55.2 | | | | Clay (%) | 44.8 | | | | Free swelling ratio (%) | 65.5 | | |
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