Three-Dimensional Discrete Element Analysis of Crushing Characteristics of Calcareous Sand Particles

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Groups</td><td class="align_center">Crushing condition</td><td class="align_center">Confining pressure (kPa)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">C</td><td class="align_center">Considering particle crushing</td><td class="align_center">100/200/300/400</td></tr><tr><td class="align_left">U</td><td class="align_center">Considering no particle crushing</td><td class="align_center">100/200/300/400</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><div>Note: in order to have convenient description, the samples are numbered, such as C100 and U100. C means the particle crushing is considered, U means the particle crushing is not considered, while 100 means the current confining pressure of the sample is 100 kPa. Other sample numbers can be inferred in the same way.<br/></div></td></tr></table>

Geofluids

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Table 3

Table 3: Three-Dimensional Discrete Element Analysis of Crushing Characteristics of Calcareous Sand Particles 