Mechanical Properties of the Vertical Joints of Prefabricated Underground Silo Steel Plate Concrete Wall

<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">Specimen number</td><td class="align_center">Load (kN)</td><td class="align_center">Deformation (mm)</td><td class="align_center">Notes</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">SC-N1</td><td class="align_center">5000</td><td class="align_center">1.07</td><td class="align_center">Without joints</td></tr><tr><td class="align_left">SC-N2</td><td class="align_center">5000</td><td class="align_center">0.98</td><td class="align_center">With joints</td></tr><tr><td class="align_left">SC-N3</td><td class="align_center">5000</td><td class="align_center">1.05</td><td class="align_center">With joints</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Extreme deformation of compressive experiment specimens.</div>

Advances in Civil Engineering

tab3

Table 3

Table 3: Mechanical Properties of the Vertical Joints of Prefabricated Underground Silo Steel Plate Concrete Wall 