Research Article
Deformation and Damping Characteristics of Lightweight Clay-EPS Soil under Cyclic Loading
Table 1
Geotechnical properties of clay.
| Unit weight γ (kN·m−3) | Water content ω (%) | Void ratio e | Specific gravity Gs | Degree of saturation Sr (%) | Plastic imit ωP (%) | Liquid limit ωL (%) | Plastic index IP | Liquid index IL |
| 16.4 | 62.3 | 1.70 | 2.73 | 100 | 27.3 | 47.5 | 20.2 | 1.73 |
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