Large-Scale Reinforced Clay Walls Backfilled with Clay at Cheng Kung University - Reinforced Soil Engineering: Advances in Research and Practice - page 210

Figure 20 Water content distribution on vertically cut face of Section 3-A: (a)
measured; (b) calculated using permeability coefficients obtained in-lab; (c) modified
using adjusted permeability coefficients k 0 h and k 0 v .