.1
| Soil density | |
| Dry soil density | |
| Solid particles density | |
| Water density | |
| Void ratio | ||
| - | Maximum index void ratio |
| - | Minimum index void ratio |
| Density index | |
| w | Water content | |
| Degree of saturation | |
| Liquid limit | |
| Plastic limit | |
| Plasticity index | |
| Liquidity index | |
| d | Particle diameter | |
| Uniformity coefficient | |
| Coefficient of permeability | |
| T | Temperature | |
| E | Modulus of deformation | |
| Tensile strength in uniaxial | |
| RQD | compression | |
| Rock Quality Designation | |
| Coefficient of volume compressibility | |
| Ice density | |
| Frozen soil density | |
| Degree of soil pores filling with ice and unfrozen water Total water content | |
| Water content at the expense of ice-cement | |
| Water content at the expense of not frozen water | |
| , | Water content of frozen soil located between ice prolayers |
| Total volume content of ice | |
| Volume content of ice at the expense of ice prolayers | |
| - | Volume content of ice at the expense of ice-cement |
| Ground freezing point | |
| Frost heave rate | |
| Soil salinity degree |
| [1] | 14688-2:2004 | - - 2: |
| ISO 14688-2:2004 | Geotechnical investigation and testing - Identification and classification of soil - Part 2: Classification principles and quantification of descriptive characteristics | |
| [2] | 2487-2000 | |
| ASTM D 2487-2000 | Standard Test Method for Classification of Soils for Engineering Purposes | |
| [3] | /T 17892-12:2004 | - - 12: |
| ISO/TS 17892-12:2004 | Geotechnical investigation and testing - Laboratory testing of soil - Part 12: Determination of the Atterberg limits | |
| [4] | 4318-2000 | , |
| ASTM D 4318-2000 | Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soil) |
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