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Index Terms - Stress path parameters, Lagrange interpolation, depleted rocks, polyaxial compaction, uniaxial compaction.

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Figure

Fig. 1- physical model of stresses on the rock In order to incorporate the possibility of modeling the effect of anisotropy, a new set of equations for the Hooke`s law are posed as
Table 1: Properties for a disk-shaped reservoir compaction
Fig.2- Variation of polyaxial and uniaxial compactions with Poisson`s ratio.
table 2 for higher values of polyaxial compaction compared to uniaxial compaction when the vertical elastic constant is lower than the lateral one
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