The Role of Surface Infiltration in Hydromechanical Coupling Effects in an Unsaturated Porous Medium of Semi-Infinite Extent

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Elastic modulus </td><td class="align_center">Poisson’s ratio</td><td class="align_center">Unit weight of soil mass</td><td class="align_center">Unit weight of water</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">10 MPa</td><td class="align_center">0.3</td><td class="align_center">18.0 kN/m<sup>3</sup></td><td class="align_center">10.0 kN/m<sup>3</sup></td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

The basic soil properties of an unsaturated porous medium.

Geofluids

tab3

Table 3

Table 3: The Role of Surface Infiltration in Hydromechanical Coupling Effects in an Unsaturated Porous Medium of Semi-Infinite Extent 