Research Article
Modelling the Triaxial Compression Behavior of Loess Using the Disturbed State Concept
Table 2
Input parameters required for finite element analysis.
| Parameter | Magnitude |
| Poisson’s ratio, | 0.28 | Young’s modulus (kPa), E | 5108 | Slope of the normal consolidation line, λ | 0.1819 | Slope of the swelling line, κ | 0.012 | Frictional constant, M | 1.396 | Parameter of the disturbing function based on volumetric modulus, | 0.7056 | Parameter of the disturbing function based on volumetric modulus, | 0.5748 | Parameter of the disturbing function based on shear modulus, As | 0.6724 | Parameter of the disturbing function based on shear modulus, Zs | 0.5051 |
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