Influence of Loosely Bound Water on Compressibility of Compacted Fine-Grained Soils

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Sample</td><td class="align_center">CH</td><td class="align_center">MH</td><td class="align_center">CL</td><td class="align_center">ML</td><td class="align_center">SC</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left"><i>C</i><sub><i>c</i></sub></td><td class="align_center">0.067</td><td class="align_center">0.083</td><td class="align_center">0.118</td><td class="align_center">0.142</td><td class="align_center">0.161</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Compression indexes of different soil samples.</div>

Advances in Civil Engineering

tab4

Table 4

Table 4: Influence of Loosely Bound Water on Compressibility of Compacted Fine-Grained Soils 