Investigation of the Application of Various Water Additive Ratios on Unconfined Compressive Strength of Cement-Stabilized Amorphous Peat at Different Natural Moisture Contents

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Properties</td><td class="align_center">Values</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Degree of decomposition</td><td class="align_center">H7-H8</td></tr><tr><td class="align_left">Moisture content (%)</td><td class="align_center">1210.497</td></tr><tr><td class="align_left">Specific gravity</td><td class="align_center">1.408</td></tr><tr><td class="align_left">Liquid limit (%)</td><td class="align_center">458</td></tr><tr><td class="align_left">Linear shrinkage (%)</td><td class="align_center">27.338</td></tr><tr><td class="align_left">Organic content (%)</td><td class="align_center">95.793</td></tr><tr><td class="align_left">Fiber content (%)</td><td class="align_center">32.333</td></tr><tr><td class="align_left">pH</td><td class="align_center">3.31</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Physical properties of Kampung Meranek peat.</div>

Advances in Civil Engineering

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Table 3

Table 3: Investigation of the Application of Various Water Additive Ratios on Unconfined Compressive Strength of Cement-Stabilized Amorphous Peat at Different Natural Moisture Contents 

Table 3 | Investigation of the Application of Various Water Additive Ratios on Unconfined Compressive Strength of Cement-Stabilized Amorphous Peat at Different Natural Moisture Contents 