Study of Structural and Compression Properties of Soft Soils in Kunming at Different Moisture Contents

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Moisture content (%)</td><td class="align_center">79 (%)</td><td class="align_center">116 (%)</td><td class="align_center">118 (%)</td><td class="align_center">126 (%)</td><td class="align_center">169 (%)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left"><i>P</i><sub><i>c</i></sub> (kPa)</td><td class="align_center">1096.7</td><td class="align_center">886.1</td><td class="align_center">653.3</td><td class="align_center">482.6</td><td class="align_center">183.5</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Prior consolidation pressure values of soft soils with different moisture contents.</div>

Shock and Vibration

tab3

Table 3

Table 3: Study of Structural and Compression Properties of Soft Soils in Kunming at Different Moisture Contents 