Effect of Vertical Pressure on Horizontal and Vertical Permeability of Soil and Effect of Surcharge Pressure on 3D Consolidation of Soil

<div>Comparison of coefficient of consolidation of silty sand with clay soil evaluated by the 3D consolidation apparatus and horizontal and vertical permeability values.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Effect of Vertical Pressure on Horizontal and Vertical Permeability of Soil and Effect of Surcharge Pressure on 3D Consolidation of Soil 