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Coupling X ray microtomography and macroscopic soil measurements: a method to enhance near saturation functions?

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Figure

Figure 1. 3-D soil strength profiles. Left panel: CT profile; right panel: RT profile.
Figure 2. 3-D visualization of pores for each soil object for half samples (i.e. 2.5 cm height and 3 cm in diameter); CT, RT1, RT2, from topto bottom panels; XY view at the left panels; XZ view at the right panels.
Figure 3. Representation of a theoretical pore network. The follow-ing morphological measurements are illustrated: on the left, dimen-sions of the pore as an elliptic cylinder (double white arrows); onthe left, pore surface measurement determined from the number ofvoxel faces (see magnifying glass); in the middle, connection char-acterization (pore hole); on the right, inertia tensors measurements(black arrows).
Table 1. RRMSE for fitting Richards’ data set (R) and combined data set (µCT + R) with van Genuchten (VG) or dual porosity (DP) modelon retention functions.
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