Axisymmetric Consolidation of Unsaturated Soils by Differential Quadrature Method

<table>Variation of pore-water pressures <svg height="17.987499" id="M229" style="vertical-align:-3.50804pt" version="1.1" viewbox="0 0 33.712502 17.987499" width="33.712502" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg> at different radii with time factor <svg height="11.6125" id="M230" style="vertical-align:-0.0pt" version="1.1" viewbox="0 0 11.45 11.6125" width="11.45" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg> under Figure <a href="../fig6/#b">6(b)</a> distribution (<svg height="16.450001" id="M231" style="vertical-align:-3.3907pt" version="1.1" viewbox="0 0 79.587502 16.450001" width="79.587502" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg>).</table>

Mathematical Problems in Engineering

fig9

Figure 9

Figure 9: Axisymmetric Consolidation of Unsaturated Soils by Differential Quadrature Method 