Analytical Solution for One-Dimensional Consolidation of Soil with Exponentially Time-Growing Drainage Boundary under a Ramp Load

<div>The excess pore water pressure distribution curves at constant load stage while<i> b</i><svg height="9.12935pt" id="M109" style="vertical-align:-1.23724pt" version="1.1" viewbox="-0.0498162 -7.89211 7.75925 9.12935" width="7.75925pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,7.673,0)"><path d="M-161 592L-215 609L-427 -83L-372 -100L-161 592Z" id="g117-145"></path></g><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M535 323V373H52V323H535ZM535 138V188H52V138H535Z" id="g117-34"></path></g></svg><i>c</i>.</div>

Mathematical Problems in Engineering

fig9

Figure 9

Figure 9: Analytical Solution for One-Dimensional Consolidation of Soil with Exponentially Time-Growing Drainage Boundary under a Ramp Load 