An Elastic-Viscoplastic Model for Time-Dependent Behavior of Soft Clay and Its Application on Rheological Consolidation

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td align="left">Specimen number</td><td align="center">Confining pressure (kPa)</td><td align="center">Loading scheme (kPa)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td align="left">1</td><td align="center">100</td><td align="center">30-60-90-12-150-180-210-240</td></tr><tr><td align="left">2</td><td align="center">200</td><td align="center">40-80-120-160-200-240-280-320</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Loading scheme of triaxial rheological tests.

Mathematical Problems in Engineering

tab2

Table 2

Table 2: An Elastic-Viscoplastic Model for Time-Dependent Behavior of Soft Clay and Its Application on Rheological Consolidation 