Analytical Solutions of Spherical Cavity Expansion Near a Slope due to Pile Installation

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="306849.fig.009a" src="https://static.hindawi.com/articles/jam/volume-2013/306849/figures/306849.fig.009a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b> Normal stress</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="306849.fig.009b" src="https://static.hindawi.com/articles/jam/volume-2013/306849/figures/306849.fig.009b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Shear stress</td></tr></table></td></tr></table>

<table>Stress along the sloping free surface.</table>

Journal of Applied Mathematics

fig9

Figure 9

Figure 9: Analytical Solutions of Spherical Cavity Expansion Near a Slope due to Pile Installation 